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Home My WebLink AboutDrawings\ DCKHI \ DIVI: / a7 7� / \ S�j� N m �•, N / / A 00 SHEET �3� UCK H EN SUBDI SiON GOg0 �E�T LINE �< N PH E 2 PCi�F�G / 4322/228// 7 �G owA), OIL/GAS WELL, --p o REMAINDER OF DUCK HAVEN, LTD. 18.4 CT V08.0R 4011 PG. 142 1 / / \ No EASEMENT INDICATED IN NOT PLATTED 711LE-COMMITMENT FORMS -PIPE[1NE (tow PRISti 1 NATURAL GAS) / / \ 30' PIPELINE / h / / \ / \ EASEMENT / \ 136 5 Z NATURALGA )E BLOCK 6 I \ VEN / SUBDIVISION 137 I \ 3 / 135 i' ® �' � VES � I S� 2 SUBDI SIO OL. 7819/PG 16 ® EUS' COMPRESSOR PHAS 3 EASEMENT NT STATION ESMT. \ 138 \ IVO 8240/ G.0 29 (LOW PRESSURE 2206/169 \ 134 \ 300 150 0 300 ATURAL GAS) SCALE IN FEET BLOCKS \ / \ 9 C -w hp rr i 5 � �o� I REMAI DER OF DUCK HAVEN, LTD. BLOCK6 •� °F 188 4 ACRE TRACT 3.076 AC. BLOCK 6 \ 133 ocK6 \ COMPRESSOR \ 140 , \ 2 oo`� VOL. 0401PLATTEb142 _ 20 \ STATION SITE \ \ \ 5 h - \Ar 17 \ / / < �/ 5597/47 & - - 21 1903 101 ! \ Ron EG \ / 141 BLOCK 6 e< - V Y e,t\ev ti i g;c �/ OC&S \ / / / \ \ r \ / \ DUCK HA 229 / 231 \ < LLA LEONARD L ' Ft Btocx 12 230 < N/F ROPpVy Z r / / BLo\ \ \ Z \ r / \ % PHASE 50 / N ETAALE , r/ 29 / \ 13z / W MILLICAN - A017700 G \ / - BLOCK 3 52 \ 142 I 8629 PG. 10 - so' PIPELINE EASEMENT//// n P \ < BBB & CRR A008100 472/225 do 484/478 (LOW e / s a / ` 57 / �„'� z3 \ ` �' ,. ' �. \ \ \ <-' 459.02 ACRES PRESSURE NATURAL GAS) z \ / t / 30 \ \\ \ / \ \ \ 143 / , \ \ 154 \ B 13 / 232 N \ NOT PLATTED \� \ 2 _ // BLOCK6 � � �0 � \2 .� /-.. BLOCK I \ � .- () / \ V / `` RLoct e tat 30' PIEMEN \ I (P /J(/�y�"� / \ 14 / / / 31 \ ` 50 \\ BLOCK 4 / \ �` \ '4 \ 1 X337 1 226 BL C 12233 / \ �G / / \ /3\ s: \ \ 153 \ (L W P / RE __� �! , BLOCK 5 �15 N/F / 13 \ 49 \ 1 CRES \ / ` g N 1u GAs) / \ , BLOCK CUPP, / 32 \ \ �\ 5 VO P 252 4n 2?S / RICKY W �. rr \ \� \ / \\ \ j U. / 130\ \Htoc' n o \ 1 224 / < \ DORO \ / OCK4\ ss \ \ /� 216 \ 221 BLOCK II 1 -a 4 OF 1 0/\ �/ \ \ 54 `\ ` 273 \ .:i DAVIDSON � \ �/ \ / Hto� \ Isz \ o \ BLLK 3 129 214 \ BLOCK 11 / Ve BLOCK 10 .n01300 / \ \ ° � \ i m�ia�w�,as\ ,••- � / / .15 ACRES r/BLOCK 1 35 \� rte's Gs1 \ r \ \ \ - - \ 218 - - e tee zss YQ NOT PLATTED 15' WATERLINE EASEMENT Iz \ �/� ` 47 \\ J \\ \ \ RLOCKa \ \� \ 213 \ ` BLOCKII \ \/ 4322/228 fit„. ti' =x76.o / \ / BLOCK 3 \ \ 55 \\ \\ 60 J 128 \\ BLOCK 1t 222 �,�. / 240 \ p \ N F %\ \ / CUPP, RICKY W & / \ 212 \ / �\ J \ / 3G / N 257 \ \ \\ �tnu. rr=rs.o/ 4G \\\�\ \�\ 59 � / L - ....- -•� � BLOCK IO 56 \ BLOCK6 _ 739 DOROTHY A If BLOCKS `aY C'o � < � \ � / � t�7 SAMUEL ELEC. ESM . / �� LEAGUE DAVIDSONA DSON 2717/35 Z C IIIX rP -1710 ;. �. rr 7 0 \ ®\ BtocK 6 �` / ® ® ee ® 241 0 ' z56 \ 4.85 ACRES \ �, �( \ y \ BLocK9 Is i� ' 12" \ / \ 149 150 \ e / / Is3 X185 - ® ®s �/ 8 � �_ ' c'"� \ � \� \/ ®!\LO34 IO \ \ 238 N/F '/ ® L. ® ,BLISC 13® '• =z�"'0 >D '� 57 \\ BLOCK4 > /� '\t4s / �- \ SCARCELLA, LEONA D L i REMAINDER OF WADE TRACT 10 2 / 37 58 ( �, •� w / �1 \ \\ �' 178 1 \ I - \ I r , 255 Ef-AL V \ 185.191 ACRES ` / r , \ 60.5 ES P ASE 5 \ \ 14i \\\ / / / / i ` \ - �' \ W MILLICAN - A01 700 �\ \ 17 �/ nfr\.rr-ns.o \�\ --- / 286- `_� \ '/ \ �� I. 7 BLOCK/ y,� 235 \\ \/I YP 113' `� '- 27.7415 ACRE \ z37 - I 1 \ BBB & CRR - AO(8100 N/F BRADLEY CAMILLUS WADE 30' PIPELINE EASEMENT / g' \ Bt 44 ) _G T _ \ > 44 / Vol.VI11 P 2 L '' / \ nes _ V� \ 459.02 ACRES MORLEY N 2047/257 (LOW PRESSURE 9 / 40 y' :.rr- ,5 / �� \ , 0 \ / . \ \ \ i ► 243 I z5a NOT PLATTED 1.00 ACRE TRACT NATURAL GAS) /\ \\ / \ / - - �\- / \ \ \ / N/F DAVID WI � / �-- & CAR I- N D ��/ 7402/58 / �\ / �o \ / BL cK 3 M1 a e - SAMUEL AVIDSON G \ - - \\ \/ q � \ \\ i 4 � / (� / �It 7h °tea -� tee r / \ � BLOCK I 158 ' S9 ' t6o 1 ta7 '' _ _ \ MINNIE LOUSE ' LEAGUE A001300 LAURA AUDNETTE CRENSHAW \ rr \ BLocK I > y / \ \\ / ' I` ,., :;,.. teed / i 1 7s 1 HtoC3 to \ WADE AND ANNI i \ 2 / LOCK 10 BELLE WADE 736 \ BLOCK IO ' zs3 / \ 4.00 ACRES 8 V � G a' / � � BLOCK 7 \ PH 244 5.$ ACR ao " 73 / '� ua us 161 NOT PLA D 1.00 ACRE TRACT / / i `� - BLOCKS `a < I � , - r J � BLOCK "$'' � r' 'j \ ' � ` \ G 7402/66 4l 1 ` I I �I - , 08 0'. { \ 113 BLOB K 9 / 188 \ "1 / \ O RICHARD EUGENE WADE f (� / BLOCK / / ..._-,- ,o,.\\\ BLOCK? 'I' BLOCii2 \ \ mma .109 /� \ 112 \\\ \ i C \ 162 Q 1.00 ACRE TRACT rr \\ 7 i -- - \TR �tl 4 76 /� �/ 'l� u0 I ut \ \\\ I r- - - - - - - \ ♦ / \ \ \ \ \ OIL/GAS \ 7402/71 / `i / \ 1 \ WELL HOLLIGAN \'(\ 6 \ _ noun \ \ \ / / \ \ BLOCK9 1 170 1 169 BLOCK9\ K10 i 245 \ \ \ \ \/ •`-c r- 77 NA7UIN. OA9) 171 163 \ KENNETH H & ^ / \ \\ , f BLf K z 1 70R \ / j i_� / / Is9 203 !' \ \ SADIE M U T \ 68 i' / BLOCK r / \ / \ /� c t LOC _ / \ I _ _ \ SAMUEL DAVIDSON \ / � \ � 1 83 / � \ 168 _ i` i BLOCK 10 u2 LEAGUE- A001300� '2 f s \ �/ / \ J � ��srr-_�h.: J ,..,.< f/ I 117 � Bl �K9 - � � \ \ ` = \ \ ` / / f BL 2 BLOCK ( 116 I I I 20t! 246 \ \ / r '� \ 85 J / / / 121 12 \ 1 t72 OCK 9 \ / 191 BLOCK 10 L 20 ' 4.0 ACRES � SHANAE VICK AND r , � / , � -- i \ NOT PLATTED BRANDON VICK \ \ {� BLOCK2 \ o t / 1 I n9 ue 1 i I 1 I / \ • - 1 \ 1.00 ACRE TRACT \ / ✓F C/ 63 G7 \ \ 2 /// \ \ I 1 173 1 174 I �LOCK9 1 I 1 ///247 \ 251 \ \ \ \ / 4 C \ \ 1 \ �/ I I I 1 175 BLOCK 9 00p 9481 /231 � � \� \> /�\ \� � � -\// 79 y \ N/F / / ��/ \\ / a ` / \\ / �/ / � ( \ �\ \ \ i / 1CCt 1110 C R2 \� l� -L--j I- - - - �/� LYNN, \\ !�j \ / / \i/ / / - - - - - -/ 1 . rp.±Fs.s / BLOCK9 I OWE HILARYJOHN LJJUNE& N/F \ / ,zCh ,i\ 3 / BLOCK 2 �� / \�, BLOCK 2 \ / HOu58 - - - - - - - - - 166 _- BLOCK 10 248 SAMUEL DAVIDSON j ECSSIN, SHANNON & KC ' I / \\ / / / /\<\ \ \ /�� \ GG ` BL 2 \� I 1} �, �/� r - - - - - _ - - - - - - LEAGUE- A001300 - I \ \ \ \ ,�� BLOCK 8 19z -\ \ 65 BLOCK 10 t / /� \ 750 \ 199 i / BLOCK 10 vn� r -.c -s \ � 249 6.19 ACRES LEAGUE A021600 1 ,\/ / \ �� ,) PHAS 7Atl / BLOCK2 I i _ _ NOT PLATTED 6.23 ACRES EL48 ESMT./265 I \ / } BL07K2 80 1 81A 1 81B 1 1W \ ]01 1 102 1 BLOCK 104 ( 105 I 06 BLOCK IO 194 195 196 197 196 NOT PLATTED ,as7/2s5 \\ / / GI 103i� ��\ 7.770 ACRE - ILOTS \ i I I I 1 i 1 1 I ► BL107K8 193 1 1 t Vol. 8758 Pb.6 � . . . . . . . . 1 \ \ BLO �K9 / c j . . . . . . . . . . . . . . . . . . . . . MOORE, \ Stousland Road TRO N/F o N/F N/F /F N F Uv ,n JAMES GUSEMAN LAWRENCE F <C O ® N/F VIRGINIA RUTH LEAGUETE 21 OGEE J C STUT E N/F TAYLOR, FRANK EST REN K, ISADORE L & LYDIA A TERRY, CHARLES C NOLAN, .ENA B fl' N/F N/F UNION PACIFIC RAILROAD COMPANY J C STUTEVILLE J C STUTEVIL LEAGUE - A 21600 YEATTS, MICHELLE W N/F J C STUTEVILLE C STUTEVILLE LEAGUE - A021600 J C STUTEVILLE LEAGUE - A021600 JR &ELIZABETH LEAGUE - A021600 .77 ACRES LEAGUE - A021 0024.0 ACRES J C STUTEVILLE LEAGUE - A021600 UNION PACIFIC LEAGUE - A021600 4.8 ACRES 62.94 ACRES SAMUEL ELIZABETH J C STUTEVILLE 0 GRAYS WILLIAM ESTATE PRATT, J NEAL & MARJORIE 12,9075 ACRES OT PLATTED LEAGUE - A001300 LEAGUE - A021600 9+ J C STUTEVILLE-LEAGUE A021600 J C STUTEVILLE LEAGUE - A021600 31.99 ACRES 24.0 ACRES NOT PLATTED 34.24 ACRES RAILROAD COMPANY 65.0 ACRES OT LATTED NOT PLATTED 7.44 ACRES 57.54 ACRES fl' 17.64 ACRES 111.65 ACRES NOT PLATTED NOT PLATTED NOT PLATTED 12.9075 `ACRES NOT PLATTED NOT PLATTED NOT PLATTED NOT PLATTED NOT PLATTED REVISED :`L.�IMINARY PLAT NOTE: REFER TO SHEET 2 OF 10 FOR NOTES PERTAINING TO THIS PLAT. PHASING ORDER: PHASE 7B S D L E CREEK SUBDIVISION PHASES 242.275 ACRES - 153 LOTS - P"REL I I L T PHASE 8 PHASE 10 PHASE 11 PH. 4: 19.804 ACI -14 LOT; ; PH. 7B: 30.458 ACS. -19 LOTS PH. 10: 32.280 ACS. - 22 LOTS VIrANITY MAP PHASE6 PH. 6: 21.833 AC -15L .OT PH. 8: 39.890 ACS. - 23 LOTS PH. 11: 65.635 ACS. - 36 LOTS PH. 9: 32.375 ACS. - 24 LOTS SAVE AND EXCEPT gl A DLE CREEK SUBDIVISION PH. 1: 60.528 AC -35LOTS PH. 2: 17.630 ACS. -12 LOTS PH. 3:10.953 ACS. - 7 LOTS PH. 5: 27.795 AC -1'9 1 T PH. 7A: 17.770 ACS. - 6 LOTS clr+cnln 991 J MES C. STUTEVILLE LEAGUE, A-216 1 SUBDIVISION BOUNDARY - - - - - - LEAGUE/SURVEY UNE STREET RIGHT-OF-WAY LINE RUNOFF FLOW DIRECTION 121 PI RI PL PL EXISTING PIPELINE PHASE LINE - - - - - - - PUBLIC UTILITY EASEMENT • ORIGINAL DEED LINE - - PRIVATE DRAINAGE EASEMENT ACCESS EASEMENT UNE L_ ACCESS EASEMENT AREA SCALE: 1 =300 COL EGE STATION, BRAZOS COUNTY, TEXAS to • 4 OWNERS: AUGUST, 2006 2006 60 Subdivision: REVISED SEPTEMBER, Saddle Greek John A. Malley Je}inifer 6454 LeBlanc 18. Todd REVISED JANUARY 2009 Place FEBRUARY, 2009 (REV. 2) : 48644 Vista Palomino LoQuinta, CA 92253 Rancho Polos Verdes, CA 90275 REVISED JULY, 2010Ae- Subdivision: Saddle Greek Subdivision: Minnie Louis Wade SO 4�aD die Bentwood Creek Creek Partners, Ltd. Drive ENGINEER: Annie Bell Wade 5059 Wade Road Co lege Station, TX 77845 SCHULTZ ENGINEERING LL College Station, TX 77845 (4.0 Acre Tract) 2730 Longmire Drive, Suite A SURVEYOR: DEVELOPER: College Station, Texas 77845 ... Brad Kerr, R.P.L.S. No. 450 Silddle'', 440 Creek Partners, Ltd. P.O. Box 11995, College Station, Texas 77E Bentwood Drive (979) 764-3900 Fax: (979) 764-3910 Kerr Surveying, LLC 505 Church Avail,, C liege Station, TX 77845 College Station, TX 77841 (79) 690-2642 SHEET 1 OF 10 (979) 268-3195 NOT v TT�E'D ,KY � VISON o - A 01300 717/35 I tQ ` \ I P I -R- X1`00 DAVID WILLIAM & CAROLYN D 7402 SAMUEL DAVIDSON G LEAGUE - A001300 f\ 5.8 ACRES \ NOT PLATTED ! 21.084 OF THE TEXAS WATER CODE. ON-SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT OR THE 150 18. BLANKET EASEMENT TO WELLBORN WATER SUPPLY CORPORATION979 ---------- 7 TiNF \ �f • o- RUNOFF FLOW DIRECTION PL PL PL PL R1 EXISTING PIPELINE HOLUGAN,�- KENNETH H & PHASE LINE SADIE M ••••••••••••••••••••••••••• SAMUEL DAVIDSON LEAGUE- A001300 4.0 ACRES .� NOT PLATTED _ __� _ E ---1-1 GV \\-v� LES �PM1vS G - vibP0 UCK H EN UBDI PHAVEION 2 EASEMENT " E �= cn i/228 fklSnN EXISTING Ir WATERLINE ROAD. r �\OIL GAS \ ® \ WELL __-0_RE HINDER OF CK HAVEN, LTD. / \ / 88.04 ACRE TRACT NO ENT I ICA IN 4011, PG. 142 NO 1'�TTED -PIP ((ttOW-P�SLIRE s / �- t--•- � \ \ NATURAL GAS) / `l\ \\ / ` �\♦ \ ��\\_EA 30PIj& E n 100 136 \ \� / // / _ �_�/ 1\\ \ \♦ ` (LOW PRESSURE \ $ ♦` �` NATURAL GAS / ,•�/ \/ \♦� / \ x /-BLACK 6 \ \ \\♦Ns ` J \ 137 �, / // / �� ♦� \ / \/-'_ C. �I 135 + 6 DUCK HAVEN' 40' PIPELINE��MPRESSOR SUBDI SIO EASEMENT � � PHAS 3 1 /129 ST ESMT. _ \ 138 _i'' / t Los--- l (r�- / / / / � (LO Y PRESSURE 22 t6/169 - I�\ \ t� � '�� VO 8240/ G. - � j 10 BLOCKS I\�` E / \ 9I 1 -'1 / zi 7 AC. BLO VEN SUBDIVISION PHASE 2 )L. 7819/PG 1 300 150 0 300 SCALE IN FEET 18 i \ t / Loznc. tl 13 DER OF DUCK HAVEN, LTD. �- `j� 1.08 AC. C M RESSOR\ 2 ,� iso \ 2 __ 1 y . . ,\ 1 Pte_ \ lao 1 1.63 c. 1 8.04 ACRE TRA /C✓ / BLOCK 6 7a *. ` i I 7 t Ct i Llinc. \� STATION SITE \\-`� i 5 3 4 V LNC -PLATTED , /j A 17 \ % 5597/47 &\�wi. , �... 1 ' t A 1 10 D(I�,ING 12• WATERLNE / ° j ` �- / \ // 9 Losnc• /'� \ zt 30' EMF ICY !' \ ` 1.091 AC. _ / ♦♦ `.� lal , i•w-z '' H ocx \ Run 12 ( I�© ';..-� ACCESS -EASEMENT / \ / .. 1.02 Ac. r \ yet / \ \ _O _ o \ / J I i '�lon Rei<te 11 i / R -... - - // ^•..` ° ,' 3 �. • \ �'L`O 1. - C. i / ' 1 1 t 1 229 .,2910 . 1 N/F \ ,6 rlLo29 I z3o % \r \ / _• BIACK3 - �,� / \5 ,•�.. \ \ . / BLO 3 52 ` \ \ / \`. ]s2n 81 \, N , LEONARD L 1.4 - sol \ .. 1. 5 AC •$ kr, 60' PIPELIN . EASEMENT / �/ b % `. LOt AC. / g� J 13 ` 11 629/PG. 10 / \♦ _ \ ET -AAL E / LLA e \ 1.123 A / \ / / \ t / J ♦ /� \ 4�2/22s & /aas (Low W MILLICAN - A017700 s PfkSSURE NATURAL GAS) `.�n�sw;r n\c. lTO _e ' ♦\ CBBB &CRR A008100 � \1aa C. .oc" 459.02 ACRES 3an J J _ 232 \ NOT PLATTED .09 AC. 0 ♦ ' �% / BLOCK 4 / ` ♦ / 19 ' i BLOCK 6 �'- \ o ',, i �' . 5 A , 22"� ,• _ '�` \, 1.18 AC. \ / / `♦` \` �`..// i J \♦ ♦ .��♦ BLOCK C> i / _ 2 6 27 //�J \ 7 ♦ . 131 \ 30' PIPED r CK i t ♦ \ f` N� 1.19D AC. EASEMEN _-__/�.. ``.112 AC. /� J/,/ 2G ♦ \ \ /i ♦,♦♦ ` M1 , / .,\ 1.44 AC � [. � �� i- / - , \ / / \ P9F \ 1.5s3�A .;� SE 3\ 11942/337 �� 1 s \ BL �2 BLOCKS ,�\ i i -:,:. J:.: ! ♦ � - / \ �a z*:., .�BT'�CK 1 i ``• J / J 04� AC. ♦ 153 \ # 4 1 13 `. / i `\ ''L98 .. 1.049 AC. p L�\♦` ♦ i �s�a \SAC. \ sy`h,,t ...,.i. a : i i �\ ""'3 / ✓• `\ 1.12 AC. / / 1.146 AC. r 53 VoI I- . 252 ♦.♦ / \• 1 .�, ,'%` .. ` t \ ✓ ♦ / 32 �` 1 R - ,\♦ / >m. \ +m N TURAL GAS) ^^` i -� ,�J I ' + 'z..` _✓' + \ :.` - ,\ g ; `\ �-"'' � � " `''"�,�>; �- � \ .�:-%'.� _';� \ / - / Y • ` BLOCK 3 J / `�♦ w '_: `! `♦ . ,\ -\` `\\♦ / J BLOCK4 ' l -S \\ < "A 4 � -` �` 1.197 AC. .`� 1 / BLOCK t , 215 ` 1.1 �+ t - C.--.` // / -.♦ \ 1 / `�\ 1.059 AC. �� tnru>rileli WICA N \ , �` „' - ` 1.86�4C.I: J i BLOCK 3 �., ; / ` It11E COIY11ENr F17t 129 \ 1. A� 4 �.. w.'.,. � � i 214 , 1.07 DLOCK I `�3 1.14 AC��` ♦ p�g>tE pn� t , ♦ t30 AC. \ \ t ,� , BLOCK 11 t 1{ > l NE EASEMENT / 12 i 47\� / i ♦` ♦i ♦ tululri // i \\ \ \ r'� , 1.07 AC. \ \ \ IS t \ )_�__ nVe r BLOCK 0', 1 r i < Lm ne. C82 , ./, �uo6 AC. `:``J� �,• . \ BLocx 4 \ ' \ `_ __ �'" / \ -' da e lee --'t , 2sBLOC 3s \ t , / / r•�dlt\. er =z?eo / n ♦ J./ �//'�T s \ ♦ r,r 11 \■>(' +t/r Q,L .-^^ 1.02A . ^` - �- -__ -- 1 _� U' > , f ♦\• 6n / hs f 273 ,/ - _ 1 ` / Lo97nc. .`\ • 1261 Ac. q /`• \ , / \ �� ` _ 1 t Zo2cz<u ' �a ] 409 r1C. /' 2 \ BLOQK-H� 1.07 AC. 1 ` 1 t G nC- " 4(1 ��\;. ! / ��\.` 59 ♦�♦\ �'\ \ \ 212 , , 1 126 C. t - t \ BLOCK 3 � 8 AC. \ �. � 14 � , I � 257 l 1 I ._ I (AC. 1.02.40. J J J9 /•/ J/ L52�1 AC. J C \ ) \ ' AC. /FI: / L,15 Ac. \' 127 ; -� , ♦ BLOCK 6 , \--•-�-"' . I BLC K 10 i _ _=_ - m /r`�\: `` , /�` '\ t 1.237 AC. bS.L \ � ^. / t Y. e . �. / . \ \ lsl nA \ 1 \ / `♦ / / ; / ` n. i I \ / / BLOCK6 l,\ BLOCK6 \ / / \ `` / / / JJ 3S _��: _J 1 `\ :`� •J J 1`6 \ \i1��' ~ems - \ 1 \ \ 149 i \� � / \ -\; 1.217 AC. \%"' t 7.735 AVC . 150 \ \ 183 \ \\tl /GAS W \ / ♦\ / /� LI. / 4S 4 \ r'• -i i 3LOCK4 `l J t\ \ \ l i 3 \ 185 �� -- �� \ C _'i' \ >✓ LOi C \ IATI, LOCK 13 STIN � 2� WATERIJN / huv `� ,'� [ l <' t\ .472 AC. �y .f' DER WADE TRACT '!' I /��%' •, tA9G AC Si J ,J _ Q, '`BLOCKS- I �\ / / 10 BLOCK) ` / - G2=� \ \ t -- ----'� ��, \ I } X34 l \ t / j'' 85.191 ACRES 1 / J /, / :7 t LG07 AC. /^ <�,, C t', \ 148 - : 1 1 1 20 j , -/ \ N F ^�1 ].° A . Lssnc`\ \ �� \I ss t t \ + \�t c. \ I -°9^c- •� \ �, 1 7 .62AC'' / 60.5 r \ \ 17 \ 1 \ SCARCELLA LEONAR L ♦ / �; �_--------- a� r P"ASE 5t` 47 t \ _ , i \ ' , a2 1 \ Z s , / a 1 \ \ \ ' , L Ac. \ \ 1- ` W MtLLICAN - A01 700 ' \ \� t \ __i 1 \ ET -AL / J / PI` 7 ' \ \` Loss c. �\ - %� Iso \ _ 1 . I Pg. 1_3 r � �,-' ' _ B;°� K' 5 ACRE � \` \ \ ,' a \ _ PIP NE EN / `� . ! �./ > \ Bt rc3 > � ` ., - - L149AC.-� \ 6 \ \ ,r ( + 9 /' ♦ tsm4x. __✓ r 1.1 ,1 , \ _ - .•..-T..t L.vT\ \ t.IOAC. '1 ♦ . „r, _i '�� 1 _..�' u \ 182 - TURAL G ns \ , � ) �`,. Lot Ac. J 40 J 'h \ � � / \, ol. 11 � 2 \ \� t;V�y � �� I / _ BBB &CRR - A00 10( \ � ) � 237 �. �.aonc� 1 ,' 459.02 ACRES -rv._, NOT PLATTED a2 I I 43 f i♦ I ' III _ e ---- + 1 r ` \ , t; \., \: \ \ t / v 'RE-N7 , � \ / -�./ / � Itl ,a.. re - \ ,� i,l �. ICC SHAW .� BLCIL'xi � `\. J 1.768 AC. 1, 1.6G4A i r. i ' - Itt 74 C ~ ®m - ` \ � BLOCK V -\I \ \ .,.«• \ `:`. / 1.1 >..rr- s ' .0e' V yi I I I'li l6 AC. Ta`$ \ -��, \ {-�_ 1 6 \ / ` LOR AC. / �'� / �aC III \\ G �a•'9 / 4rwc 1 75 ! tea'. „' 1.169fC" ��,�777 - "l_ / ♦ 2 r I'1 73 1 6085 AC. 1 r .� ,'` ` \1 7"v\�SS' \ 1.28 AC. \\ � ,� �✓ ' BLOCK? \ \ � 1.135 AZ\. L199AC. �\ \ ' \\. �' �,r1 _39A t .MINNIE LOUSE \ / / 1 I I;i - I i;; \ \ 13L0 Io4\ WADE�AND ANNIE )CK i I I 1 1.32?AC. 1 1 BL t'1 114 1 � i \ BL a IO \,� i�t±�r i \t � '� iJ J �' / `` \ 175 1 1.2 1 1 / LSI AG � ^' � ' I' 1 1 1 _• -_' I 703 I' r--.-_. _ - , C`l � \ 1 1.286 L376 AC. � ♦ s \\ OC' 10 I 4.31 AC fi--•B€LLE WADE oar. ! ' ffi'° 1 `1 -_ ="ti ! I i 1 l \ t\,t ' 1 L--_--_ ' .540 A : C. / '; \ RICi D GENE W E /�� i i 1 � \ 1,1 '1 - -- 1 \ 1/l I�r r \ 1\ ,13 _ - '-�----- - \ ��.`\ ..,9--� � . ♦� \' i � ' I .- t 4.O�CRES \ 1 lal , � ♦ I laoac. 1 � ♦.♦ _ ,az ♦BLOCK I,I ` / Iii I'i O1 � ` t 1 In •+'1~ I .62 AC. \`, � \ 1." D T t/// / ♦ BLOCK 1 I n w J, l.�•'' B OCK 2 t / I t `I 7 '71 ' "� , i °�--- -�------- �. \ ♦\ 7�rc ,�I \` ,1+ \ Lawn . l�r nn nI nt \ t1,lAc. ,\I \` : ,LtsAc. �r ♦� i i ' � `i �,\ i `� ♦ t ♦3u�2 nC. ,�I 1. ,3 nc. / . / ♦ t \ --- - \ :, t / � ,rn♦rr^-; +1-' / ♦ ♦ i, l,f 1.04GA 1 t I.I10 AC' ',\ t: i ♦ l• ��i' � �\� t � ,i, 2047/739 1 ' \ as r\♦ \ , I �' . 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G , ♦ -_ /// \ I 1 ( `�,�\ I AC. � I B K9 '-\ , I j 1.07oAC. ,. 1. 7 C. �_ \ N/F 9 , / .. \ .`,. ,, , I 079 AC. , 1.28 n1.11 ♦ l / \ i > \ \ .. / 79 , _ +, 1 ' BLOC - 9 AC. 1. 1+ / ?� ♦ ♦ or / l- 11 / \ \ i%' / ` ` eattl I I \, I ' 175 , ♦ \�I , \ _�-- 251 LYNN, \ /i 1 " ♦ / C \ ♦ - C I 077 AC. 167 ♦ t 16s i \ m \ / I / ♦. / \� ♦ ^j 64 - '� \: � ♦\� ♦ i - k v < 2 1.489 AC. / .-�. i I I I ,� � / . 1.16 C. JOHN LOWE & /� 1 + ,rrt ♦\� v. , . / i mea I - ---- ----' --- -------- ' ♦ ! / BILARY JUNE \ t 3 ♦, �. __ I \ ♦ ` _� 1 BLOCK f / 1 - 1 / I ' i, i L2S3a !% - - �_ - ' '• -'__ , / 1.412 v \\ ----- 0�1SC BLOCK ; \ ^- ---- --- -- _- - - ♦J / X248 \♦♦ - SAMUEL DAVIDSON N`- � ] / 1 � t,\ ^.;. lo_snc. t + /fi \'1 Btocx2 � , - ♦ ♦ -� / I � RSON, S NO & KC I nr. t` 1 r LEAGUE- A001300 J C LLE I 9 td/,t / `�� t\t n`J 6r, 1 \ .� --- - ---- -------------- --------------- - a� i Loo \c. 6.19 ACRES LEAG-1.600 If 1 : I // / `t t\ �/' 5 \t 1 �J/i 1.x15 '. z. rent 53556 ii \\ Itm ----'q r ----- f---- _ IJ \ i --,.BLOCK it '' /p' i'\ 1 + i:= ss I 1 BLOCK - _ • ______ - - NOT PLATTED 19E �€Sti1T. 1 t �( / t,+ \ ` i t�i `♦ `� Iz3 \ ` o ^ / 1' \ l 80 ` r , `�� \ 126 AC. / - 2.08 7W 6.23 AC�CJ gg97 2B5 I / t t l 1 J I P . AS BLOCK _ I BLOCK i I I I I ♦ ) / i \ �i �.� Ct NO PLATTED / I \ i J, t a7 SIA ��-s)H r 101 102 BLOCK s I --- j ' `` _- P, �� o- 249 1` I , 1 ( loo AC. I 1.142, �J -� LI'azAC. „Delta -- -- �� - �- & ` L �` , LI AC. , 1.13 4C. 1 1' 1.07 1.077 AC. I B' I 105 I 106 ,�-. ; 'BLOCK 10 ! TAC 9Q C. wn. r�.rrs , 194 , 195 796 I . • O� Vol. 8' �6 � i � " -� • i.. 1\t 'J - � LI42 AC. .141 AC. 1.137 AC. - `p(.. , i i 1 107"-��L.. /�\193 C I I 1 1 AC 59 A '� � �� •. ........... ..� ' i 1�BEOC 1.GMC. 4AC....... ... .. .. h,• 1.163 AC. \ . ..... %F1.... .. % -- - - --a- _ h I 1 1 176 i _ -•tee. - ""-'�.-- ---•�---- � ,. ., ..... � • 7.25'AC: • -.-. - -. .. ..- �`�+`'---Y'w:"-- _ w 113 P-7 •, , . a„ �� - 7 F-3607. Stousland Road 11 120 < G VARIABLE WIDTH R.O.W. / G �� I&GN RAILROAD R. __/ N/F N F 1 lam, % \ - �� - '� � •' 1 - )�. -\ t<y N/F MOORE, THOMAS, THOMAS, \ N/F N/F BROWN, LOUIS C DARLTON & TERRY, CHARLES C NOLAN, LENA B GG+ N/F VIRGINIA RUTH J C STUTEVILLE TYRES JAMES N/F N/F N%1< C JR & ELIZABETH J C STUTEVILLE NOTE: STOUSLAND GRAYS WILLIAM ESTATE N/F UNION PACIFIC RAILROAD COMPANY J C STUTEVILLE LEAGUE - A021 OJ C STUTEVI LEAGUE - A 21600 YSTU /EATTS, MICHELLE W N/F TAYLOR, FRANK EST KRE EK, ISADORE L & LYDIA A GUSEMAN, LAWRENCE F SAMUEL DAVIDSON ROAD CURVES AWAY O PRATT. J NEAL & MARJORIE LEAGUE - A021600 .77 ACRES LEAGUE - A021 0 J 'A STUTEVILLE A021 J C STUTEVILLE LEAGUE - A021600 J C STUTEVILLE LEAGUE - A021600 LEAGUE - A021600 J C SMEVILLE LEAGUE - A021600 12.9075 ACRES 024.0 ACRES J C STUTEVILLE LEAGUE - A021600 UNION PACIFIC LEAGUE - A021600 LEAGUE - A001300 FROM I&GN R.O.W. AT J C STUTEVILLE LEAGUE - A021600 31.99 ACRES OT PLATTED 24.0 ACRES 64.8 ACRES 62.94 ACRES + 7.44 ACRES 57.54 ACRES THIS POINT a' 17.64 ACRES 111.65 ACRES NOT PLATTED NOT PLATTED NOT PLATTED NOT PLATTED 34.24 ACRES RAILROAD COMPANY 65.0 ACRES NOT PLATTED NOT PLATTED NOT PLATTED 12.9075 ACRES NOT PLATTED NOT PLATTED NOT PLATTED NOT PLATTED NOTES: NOTES, CONTINUED: NOTES, CONTINUED: I: REVISED 1. THE CURRENT OWNERS OF THE SADDLE CREEK SUBDIVISION ARE 9. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN 19. BUILDING SETBACK ARE 25' ADJACENT TO ALL STREETS. JOHN A. MALLEY, 48644 VISTA PALOMINO, LoQUINTA, CALIFORNIA, SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED AND ADDITIONAL BUILDING SETBACKS MAY BE REQUIRED BY DEED 92253; JENNIFER B. TODD, 6454 LaBLANC PLACE, RANCHO PALOS CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND RESTRICTIONS. p L.11MINARY PLAT NOTE: REFER TO SHEET 10 OF 10 FOR LINE &CURVE TAG DATA. VERDES CALIFORNIA 90275• MINNIE LOUIS WADE AND ANNIE BELL STANDARDS AND WILL BE LOCATED IN THE 16' UTILITY EASEMENTS AT VICINITY MAP )T TO SCALE 0 DUCK HAVEN JECT ATION WADE, 5059 WADE ROAD, COLLEGE STATION, TX AND SADDLE CREEK THE FRONT OF THE RESIDENTIAL LOTS. THESE WATERLINES WILL 20. NONE OF THE CONTIGUOUS PROPERTIES ARE PLATTED AT THIS S IiDDLE CREEK SUBDIVISION PARTNERS, LTD, 4440 BENTWOOD DRIVE, COLLEGE STATION, TEXAS, PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE TIME EXCEPT FOR A PORTION OF THE DUCK HAVEN SUBDIVISION. 77845. PROTECTION REQUIREMENTS. 2 2.275 ACRES - 153 LOTS PRELIMINARY PLAT 21. MAINTENANCE OF THE COMMON AREAS WILL BE BY THE HOME 2. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS 10. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE OWNERS' ASSOCIATION (HOA). PH. 4: 19.804 ACS. 14� L TS PH. 7B: 30,458 ACS. - 19 LOTS PH. 10: 32.280 ACS. -22 LOTS ESTABLISHED FROM GPS OBSERVATION. PROVIDED PER CITY STANDARDS. 22. RESIDENTIAL STRUCTURES SHALL NOT BE BUILT ON OR NEAR GAS PH. 6: 21.833 ACS. 15 L S PH. 8: 39.890 ACS. - 23 LOTS PH. 11: 65.635 ACS. - 36 LOTS 3. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN 11. ALL TREES AND BRUSH SHALL BE REMOVED FROM THE ROADWAY PIPELINES. A MINIMUM SEPARATION DISTANCE OF 15 FEET FROM THE PH. 9: 32.375 ACS. - 24 LOTS NOT FOR RECORD ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAPS FOR RIGHTS-OF-WAY, RIGHTS-OF-WAY DEDICATION AREAS AND PUBLIC PIPELINE TO THE RESIDENTIAL STRUCTURE SHALL BE MAINTAINED. BRAZOS COUNTY AND INCORPORATED AREAS, MAP NO. 48041 C200 -C UTILITY EASEMENTS. \, * a AND NO. 48041C215 -C, EFFECTIVE DATE: JULY 2, 1992. `3 EACH LOT WILL PROVIDE A MINIMUM OF TWO (2) TREES OF AT 12. ELECTRICAL, PHONE AND CABLE SERVICE FOR THIS SUBDIVISION LEA° T TWO INCHES (2") IN CALIPER OR ONE (1) TREE OF FOUR INCH 4. TOPOGRAPHY SHOWN IS FROM AERIAL TOPOGRAPHY PREPARED IN WILL BE LOCATED ALONG THE FRONT OF THE LOTS IN THE 16' PUBLIC / 4) C� LIPER PER ORDINANCE NO. 3222 ElIAVE AND EXCEPT 2005. UTILITY EASEMENT. LEGEND 5 CURVE LENGTHS SHOWN ARE ARC LENGTHS 24. THE LAND USE IS SINGLE FAMILY RESIDENTIAL. S DLE CREEK SUBDIVISION EXISTING CONTOUR - MAJOR -R- PROPOSED STORM CULVERT EXISTING CONTOUR - MINOR .- PROPOSED FIRE HYDRANT - - - EXISTING CREEK/DRAINAGE ,. ,,. ,,. PROPOSED WATERLINE SUBDIVISION BOUNDARY ! 21.084 OF THE TEXAS WATER CODE. ON-SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT OR THE 150 18. BLANKET EASEMENT TO WELLBORN WATER SUPPLY CORPORATION979 ---------- LEAGUE/SURVEY LINE STREET RIGHT-OF-WAY LINE : 4440 College • PROPERTY CORNER o- RUNOFF FLOW DIRECTION PL PL PL PL R1 EXISTING PIPELINE FOOT SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. PHASE LINE --------------------- PUBLIC UTILITY EASEMENT ••••••••••••••••••••••••••• ORIGINAL DEED LINE ----------- PRIVATE DRAINAGE EASEMENT (979) ! , 69 1 - - - - - - ACCESS EASEMENT UNE C - - ACCESS EASEMENT AREA 13. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY 6. THE STREETS FOR THIS DEVELOPMENT WILL BE CONSTRUCTED TO BRYAN TEXAS UTILITIES (BTU). ADDITIONAL EASEMENTS WILL BE 25. CHANGES FROM THE PREVIOUS PRELIMINARY PLAT OCCURRED IN PH. 1: 60.528 ACS. 35'1_OrS PH. 2:17.630 ACS. - 12 LOTS PH. 3:10.953 ACS. - 7 LOTS THE RURAL STREET STANDARDS PER BRAZOS COUNTY REQUIREMENTS. PROVIDED AS REQUIRED BY BTU. THE FOLLOWING PHASES: 4, 6, 7B, 8, 9, 10, 11. THESES REVISIONS THE DRAINAGE DESIGN WILL BE DESIGNED TO BRAZOS COUNTY14. THERE SHALL BEA 5' WIDE EASEMENT FOR ANCHORS AND GUY WERE TO CHANGE PHASE LINES AND REDUCE THE NUMBER OF LOTS. PH. 5: 27.795 AC 19:LOrs PH. 7A: 17.770 ACS. - 6 LOTS � STANDARDS. WIRES NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LINES. SAID SCALE: 1 »-300' i JA ES C. STUTEVILLE LEAGUE, A-216 7. DRAINAGE OF THE LOTS WILL FOLLOW NATURAL DRAINAGE EASEMENTS WILL EXTEND 20' BEYOND ANY UTILITY EASEMENT. c6 LOGE STATION BRAZOS COUNTY TEXAS PATTERNS. BORROW DITCHES WILL CONVEY RUNOFF TO CULVERT 15. ALL INTERIOR LOT LINES SHALL HAVE A 20' PUBLIC UTILITY OWNERS: AUGUST, 2006 STRUCTURES OR TO NATURAL DRAINAGES. THE EXISTING DRAINAGE WAYS SHALL BE PRESERVED IN THEIR CONDITION AND THE NATURAL EASEMENT CENTERED ON THE LOT LINE. ALL REAR LOT LINES THAT Saddle creek subdtvtston: REVISED SEPTEMBER, 2006 09 John A. Malley Jennifer B. Todd � REVISED JANUARY 2009 FLOW OF WATER IN THE EXISTING DRAINAGE WAYS SHALL NOT BE ADJOIN ANOTHER LOT WILL HAVE A 10' UTILITY EASEMENT ALONG THE 48644 Vista Palomino 64541 LOBI no Place ' COMMON LOT LINE, EXCEPT WHERE REAR LOT LINES FOLLOW EXISTING LoQuinta, FEBRUARY, 2009 (REV. 2) OBSTRUCTED. CA 92253 Rancho Pace Verdes, CA 90275 j DRAINAGE WAYS.REVISED JULY, 2010 Saddle Creek Subdivision* Saddle Cr ek Subdivision: 8, LOTS ARE TO BE SEWERED BY INDIVIDUAL ON-SITE SEWAGE Minnie Louis Wade Saddle Creek Partners, Ltd. FACILITIES (OSSFs) WHICH MUST COMPLY WITH ALL COUNTY & STATE 16. ALL UTILITY LINES PLACED UNDER THE STREET PAVEMENT WILL BE PHASING ORDER: Annie Bell Wade 44461 Bentwood Drive ENGINEER: ENCASED BY A MATERIAL APPROVED BY THE BRAZOS COUNTY 5059 Wade Road College Station, TX 77845 OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE AN PHASE 78 College Station, TX 77845 I SCHULTZ ENGINEERING LLC ENGINEER. "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE BRAZOS PHASE 9 (4.0 Acre Tract) 2730 Longmire Drive, Suite A COUNTY HEALTH DEPARTMENT. THIS PERMIT ENSURES COMPLIANCE PHASES WITH THE COUNTY ORDER ADOPTED BY THE COMMISSIONERS CVE COURT 17. THIS DEVELOPMENT IS WITHIN EXTRA -TERRITORIAL JURISDICTION SURYOR • DEV LO P E R College Station, Texas 77845 OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION (ETJ) OF THE CITY OF COLLEGE STATION. PHASE 10 PHASE 11 Brad Kerr, R.P.L.S. No. 4502 Saddle Creek Partners, Ltd. ... P.O. Box 11995, College Station, Texas 77842 ! 21.084 OF THE TEXAS WATER CODE. ON-SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT OR THE 150 18. BLANKET EASEMENT TO WELLBORN WATER SUPPLY CORPORATION979 PHASE 4 Kerr Surveying, LLC 505 Church Avenue : 4440 College Bentwood g Station, Drive TX 77845 7643900 Fax: 979 7643910 � % � � FOOT SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. (303/385) DOES APPLY TO THIS TRACT. PHASE 6 College Station, TX 77841 (979) 268-3195 (979) ! , 69 1 -2642 SHEET 2 OF 10 w _S iEET 3 OF 10 MATCHLINE SHEET 4 OF 10 /// Q' I FGFND 292' i / / t <D WATER LI E EASEM EN T / Q / 422/228 N R i EXISTING 12 WATERLINE�� \ 30' PIPE E EAS T \� 481 /100 \\\ \ \\ \ \ �\ (LOW PRESSURE 3 ,\ \\\ NATURAL GAS) a 270EXISTING CONTOUR —MAJOR ST — PROPOSED STORM CULVERT 268EXISTING CONTOUR — MINOR FHs* PROPOSED FIRE HYDRANT EXISTING CREEK/DRAINAGE W—g PROPOSED WATERLINE SUBDIVISION BOUNDARY _ ^ — — — _ LEAGUE/SURVEY LINE STREET RIGHT—OF—WAY LINE QQ PROPERTY CORNER RUNOFF FLOW DIRECTION Rl Rl RI PI 121 EXISTING PIPELINE PHASE LINE — — — — — — — PUBLIC UTILITY EASEMENT . . . . . . . . • ORIGINAL DEED LINE _ — PRIVATE DRAINAGE EASEMENT EASEMENT LINE ACCESS EASEMENT AREA ACCESS L—` SHEET 3 OF 10 NI�ATCHLINE SHE T 5 OF 10 �- 30' PIPELINE 0 NO E SEMENT IN'DICATED�IN TITLE C NifTNCEN�F-6�R� SLS \PTP �(t6Vd-F1�ES�lJRE NATUR�f�L GAS) i � Q (/`nkAnCJCCC(1D � 92 296 e o � _ \ 0 1 L GAS A WEv L 100 50 0 100 SCALE IN FEET - AINDER OF UCK HAVEN, LTD. 88.04 ACRE TRACT VO 401 1 , P G . 142 N 0TJ02-P LATT E D \app 304 , SE o Qc 302 ice'• 136 j, 1 A3/� � 300 � � \ � LOCK 6 137 M w°; . _ AC. I .- 13 Ycz N -X44'22 •,W` C98 \ \ 0 .642 \� REVISED F'' i � LIMINARY PLAT S! DDLE CREEK SUBDIVISION 242.275 ACRES - 153 LOTS PH. 4: 19.804 P1, 3S. -1 L� TS PH. 713: 30.458 ACS. -19 LOTS PH. 10: 32.280 ACS. - 22 LOI 'S PH. 6: 21.833 f CS. -15 L TS PH. 8: 39.890 ACS. - 23 LOTS PH. 11: 65.635 ACS. - 36 LOTS PH. 9: 32.375 ACS. - 24 LOTS SAVE AND EXCEPT ADDLE CREEK SUBDIVISION PH. 1: 60.528 j ICS -'35 LOTS PH. 2:17.630 ACS. -12 LOTS PH. 3:10.953 ACS. - 7 LOTS', PH. 5: 27.795 CS. - 9 L S OTS PH. 7A: 17.770 ACS. - 6 LOT'S SCALE: 1 "=10 JAMES C. STUTEVILLE LEAGUE, A-216 COLLEGE STATION, BRAZOS COUNTY, TEXAS NOTE: OWNERS: 2006 AUGUST , 2006 REFER TO SHEET 2 OF 10 FOR NOTES PERTAINING TO THIS PLAT. fiddle Creek subdivision• Saddle creek subdivision REVISED SEPTEMBER, 09 REFER TO SHEET 10 OF 10 FOR LINE & CURVE TAG DATA AND FOR Bohn A. Malley Jennifer B. Todd REVISED JANUARY, EV. 48644 vista Palomino 6454 LeBlanc Place 5 FEBRUARY 2009 (REV. 2) 9027 3 PHASE AND LOT/BLOCK SUMMARIES LaQuinta, CA 92253 Rancho Palos Verdes, CA REVISED JULY, 2010 Creek Subdivision• so die Greek Partners, L Mtnnie Louis Wade Sa die Creek Partners. Ltd. ENG (NEER : Annie Bell Wade 4440 Bentwood Drive AT Annie Wade Road College station, TX 77845 SCHULTZ ENGINEERIN LLC PRELIMINARY PL College Station, TX 778 2730 Longmire Drive, Suite A (4.0 Acre Tract) College Station, Texas 77845 EVELOPER: ••• SURVEYOR: Brad Kerr, R.P.L.S. No. 4502 Saddle Creek Partners, Ltd. P.O. Box 11995, College Station, Texa 77842 Kerr Surveying, LLC 4440 Bentwood Drive (979) 764-3900 Fax: (979) 764-3 10 NOT FOR RECORD 505 Church Avenue C� )Ilege Station, TX 77845 College Station, TX 77 1 (4. 79) s90-2642 SHEET 3 OF 10 (979) 268-3195 %QC 19 N C U ►� , RICKY Wim` b-O--Rl!O S q �- Davi D�SO N 1 U 013,0 0 ACRE. NOT LATTER[ N//F ^,t U Pte, Y W �c T DO-ROTHY A ---SAMUEL DAVIDSON LEAGUE - A 01300 4. &5 EC SES i LEGEND 270 EXISTING CONTOUR – MAJOR ST — PROPOSED STORM CULVERT 268 EXISTING CONTOUR – MINOR FH-* PROPOSED FIRE HYDRANT EXISTING CREEK/DRAINAGE W_g PROPOSED WATERLINE SUBDIVISION BOUNDARY — — — — — — LEAGUE/SURVEY LINE STREET RIGHT—OF—WAY LINE 0 PROPERTY CORNER o— RUNOFF FLOW DIRECTION _PI PI PI PI PI EXISTING PIPELINE PHASE LINE — — — — — — — PUBLIC UTILITY EASEMENT . . . . . . . . • ORIGINAL DEED LINE — — PRIVATE DRAINAGE EASEMENT ACCESS EASEMENT LINE C ACCESS EASEMENT AREA E� �116z a 29$ 'Q" \ 100 50 0 100 0 \ \ CALE IN EET ELEC. ESI 717/35 \ E \ OIL/GAS W' LL SHE 4 OF 10 \ MATCHLI SHEET 7 OF 1 NOTE: REFER TO SHEET 2 OF 10 FOR NOTES PERTAINING TO THIS PLAT. REFER TO SHEET 10 OF 10 FOR LINE & CURVE TAG DATA AND FOR PHASE AND LOT/BLOCK SUMMARIES PRELIMINARY P NOT FOR # e Zg2 v" 90-121 E I E/ » I5i 1NG 12 WATERLINE / _LL O —jO Q LU ° LU C0 U ti .09 IAC. 20' P.U.E. `\S� BLOCK 5 (53, �''� ►�3� °131 13 Imo. �iti�11NI \ 1.12 AC. o 17.28' � ` 1 cgs P u 0 V IV` P.U.E. BLOCI 161 '-- %-- // / B ®CK 1 P.U.E. �3 1.14; A _ASEMENT Z/ i 12 1.01 AC. C82 / 228 // , FF = 276.016, �" 2 i P.U.E. 16' BLOCK 3 :1.021A / �/ 39 �T M FF = 75.0 �® \ , / \; Ila. 3 1. 18!1C. REVISED I l�IMINARY SAi LE CREEK SUBDIVISION 4 .275 ACRES - 153 LOTS PH. 4: 19.804 ACS.. 14 LOTS PH. 713: 30.458 ACS. -19 LOTS PH. 10: 32.280 ACS. - 22 LOTS , PH. 6: 21.833 ACS. 15 LOTS PH. 8: 39.890 ACS. - 23 LOTS PH. 11: 65.635 ACS. - 36 LOTS: ; PH. 9: 32.375 ACS. - 24 LOTS j 1 AVE AND EXCEPT SSD LE CREEK SUBDIVISION PH. 1: 60.528 ACS. 35 LOTS PH. 2:17.630 ACS. -12 LOTS PH. 3:10.953 ACS. - 7 LOTS PH. 5: 27.795 ACS 19 LOTS PH. 7A: 17.770 ACS. - 6 LOTS SCALE: 1 "=100' 1AM S C. STUTEVILLE LEAGUE, A-216 CO�LLEGE STATION, BRAZOS COUNTY, TEXAS OWNERS: AUGUST, 2006 Saddle Creek Subdivision: REVISED SEPTEMBER, 2006 John A. Malley Jennifer e; rodd REVISED JANUARY, 2009 48644 Vista Palomino 6454 1 LaBlat c Place FEBRUARY, 2009 REV. �2� LaQutnta, CA 92253 Ranc o Pcl Verdes, CA 90275 , REVISED JULY, 2010 s es, � Saddle Creek Subdivision: c Subdivision* Minnie Louis Wade Saddle; Cresc Partners, Ltd. ENGINEER Annie Bell Wade 4440 Bentw d Drive • 5059 Wade Road College Sta on. TX 77845 College Station, TX 77845 SCHULTZ ENGINEERING LLC (4.0 Acre Tract) 2730 Longmire Drive, Suite A College Station, Texas 77845 SURVEYOR: DEVE OPER: ... Brad Kerr, R.P.L.S. No. 4502 Saddle Cr�ek Partners, Ltd. P.O. Box 11995, College Station, Texas 77842 Kerr Surveying, LLC 4440) en, wood Drive 979 764-3900 Fax: 979 764-3910 505 Church Avenue College S ation, TX 77845 () { College Station, TX 77841 (979) 69(-2642 Calle 268-3195 i; SHEET 4 OF 10 17 11 1' I' 60' PIPELINE/ E EME 4T 472/225 & 4 4/4 (L W --p-RESSrJRNATURAL G )) / SHEET 3 OF \\ \ \ \ \ � , 22"pv C98 \ MAT INE \\ \` \ �� 302. \ \\\ SHEE NIAT OF 10 HL E SHEET \\ \\ 0' PIPELINE COMPRESSOR , / \\ \ 29s --�, / - \ \ E SEM EN T \ SHEE 5 OF - TION ES MT. �\ 138 ,,-'„ 18 2/129 , - �\ 21.4,,°1215 E � Ni 1.08 AC. \ \ \\ LO PRESSURE � 2206/169 C3 / \ \ C> ti2 z I /� \ \\ NATURAL GAS 94\ \ 134 0-, ° / \ \ \ \ �� i , '",' \ \ 1.45 AC. 7 'I wl- w / \�� \ \ ,(� �" wQ w \? \ \\V \ / / \ \ OO \ / \` \ / \ V \ / \ ict i A BLOCK 5 o LL z O / \ \ \ Q 29 , 139,/ Q / ` "a 19 ,°`� oo \ \ \T \ 1.i� o\ 1.00 AC. \\ o \\ �� 3a �� \ 1.17 AC. `' \ j W w !- �. , ° \ \ \�Q., �i \ ° o�' 1 - \ T /I >�� \\ \\ ! 1i �O / \\\`\ O - 5 12'15 BLO 6 ♦ i �� 18 ,� ,, \�� \ i 3.06 Ac. 6 / \ \ \ 290 \ 131 r / Q 140 i I \ 1.831 C. ,? $' ' 'o. 1.08 AC. X01 , / ,� \ \ '� \\ \�' \ C M -P R E S S 0 R \ \ 1.02 AC. t nJ \ BLOCK 6 \/� \ 600i o " .♦ - \ �, STATI 0 N s rT �\ P.U.E.20' I� 88 �$� ( L108 1.11 AC. \/� 17 ` �'� /w \ 5597/47 8c \ „��25 I 100 5 0 100 �- c�' \ \ 3 / / O ' `� 1 A �'� �1, \ ��'� 'o \\\ X61 15 �. ,,, \ .08 c. ,, o `��, \ �� 21 �o \; \\ ' 9 0 3 / 101 �, 5 , _ /w I \ \ SC E I FEET 3 0 0 ,2 \ oo�' \ \ 1.091 AC. - _ � \ \\ � �\ 141 j N34°00 25,>W-212 66, o �'� \? 1.02 AC. B K5I ®GK 155 \ Cn / 1.36 A 22 \\ \i .,�`��/ '2A ;. p7• , 47'�, BLOCK 3 \ \ o a , , qp.. -r \ - �a BLO 3 \ v ` �� r ooaj{{ \F DUC \ \ P H A S E yo o - \�9, \ � ygo - �� 52 \ , \ \\ � � v / 14 269 � � � � �,29 / O .OS AC. R ,� �� / s�\ 1.01 AC. os 1.123 A / `� \ \\,• \<&O" 8 �84' � ! Z°� ��7 U 8�6,29/PG. 1 0 94 294-- �°� \ a. .. / \ . �r 2° / 1 �L AC. \ 14.80 ` \ `F` \ I " !� / �\ \ ' PUBLIC \ \ / R�� ` / 51 ` &Z \ DRAINAGE AC. }� c?Q ^� \ \ A9 \ \ EASEMENT 23 i \ \ '\ �. 1.060 AC. � \ \ Na � ;�/ ° �, ! / � \ \ 1.546 AC. \ 143 o // 37 154 ,D' P.U.E. d H p8 '� \ I ? roti // 1.04 AC. �� \ �� / �.\ / \ , \ A �6 \ 1. 58 AC. \ \ / d / / \ \ 6.21 \ �� 27 .38 3 / 1 ` ?o' C!9 / / O 20' P.U.E. \ \\ / / ,/ \ r PUBLIC DRAINAGE BLOCK 6 \ EASEMEN �/ \ 09 AC. I �' \ / / // , / �\ \ \ ., L19 (\ - 29 2 I , /'\. , o'` \\` OCK 4 5® \�; / BL \9 \ ,,\ \ BLOCK 6 / 131 �sr 31 \ �. \ 1.07 AC. \ \ 27 / ��/ \ / \ �: \ 24 \ \ r^ti 1.44 AC - 3� 6 1.112 AC. / /, \�i \ \ c� \� �6 E ,_I °� 52\ \ 30 \ ? s.�",\\ /!¢\\ 1.190 AC. ° , \ -" S�8°� .� Ilk,26 q 3 \ 290 x 045 AC. \\ , 1, 49 \\\\\ / \s,2° 3 \ W \ o j 1 l.t • / 32 °'' ►� ` \ . \ 1.046 AC. \ ` \ /�E \ \ / v' \ `�� \\\`\ r ! \ y �ss�. �' 1.146 AC. �� \ ., > / \ \ 53 �\ VO�� 1 P 2`2 \, \ / AC. j 28 , 0-, \ r 8 g W W NATUR C _ M Q � �� / 16' 57 \ \ / / \\ \ 1.099 C. -� V e EASEIMENE \ / �r - ,' \ r a (n = .xJ✓\ , \ \ , \ / / \ \ 10' P.U.E. \ , , , ; / q, 130 00� i BLOCK 3 \ �" \� 6,.E �\ / // BLOCK 4 : \ \ \ 25 \\\ \ 48 \ : \ / " '� \ \ •� i / �� / \ 2.17 AC. \ < 54 \ 1.455AC. \ �\ 1.191 AC. z .\ \ `. \ / �\ o- BLOCK 3 \ \ . \ 1.059 AC. \ \ BLOCK 6\ z / \ \� % NO// ASEMENT INDICATE4 IN \ / �3, TI T COMMITMENT FOR IS FH 129 \ �\ cA. 1 15 C. -E / / P.U.E. \ �\ / / \ \ \ \ PIPELINE (LOW PRESSU E \ , / Pueuc �, 3 1.1 AC., /, tP?. j \, ; \ / / `� \ \, \ 3 4 / EASEIMENT `� 1.30 AC.\\ 2 \ NATURAL GA�\ \ \ o I/,�/ - 47 20' P.U.E. z� \\ LL �iL, t �\ \,,\ /� \ �" \�\ BLOCK4 \ ° J i �, , ` 1.306 AC. \ .� \ / \ \ `� ` / o \ BLOC 3 /� \ �. \ 55 ` s �\ \ \ ° I 2D' f \�� f ° \\`\ 1.097 AC. \,,\ \�\� 60 �� // \ \\ 128 .\�, \ ,,� N, ,� = 16 / \ \ \ \ \1.409 AC. 8.P / , ti \ o� � P.U.E. '� / \ \ \ �/ \ \\ 1.261 AC. \ •hyo �� AC P.0 . \ 213 Zs0 1.07 A �'' \ 212 , . .� .26 , I^� MIN. 46 59\ \ ° ,3 -0 / \\� � 6 56 \ \ \\ 1.216 AC. , � \ \ \ � 1.524 AC. \ �.J� < 27 \ i \ \ 08 AC. 2 \ � / 11.115 AC. \ \ 127 \ \ / / t j \\\\ \ , �'' \ \ 1.237 AC. \ \ / / / ! ` L34 20' P.U.E. I SHEET 5 OF 10 16' P.U.E. \ .\ // / \\ \ \ / BLOCK 6 \ \ \ ,- =- , /10.21® \ \ ®/ P.uEi /\\ -SHEET8OF10 j / E.® \\ \\ �\��`\ P / BLOCK.6 \`\\ \ �//Vo - i 149 , ` A-. ` i 8 1-26 `�\ �-;-,' \' \ 1.735 C. N 150 8�c:----, , �_ _ I �T ��>rT A , , 1.217 Ac. �� W ._A . 2 �+ Z >. a PF! I i�IMINARY REVISED S LE CREEK SUBDIVISION 4 .275 ACRES - 153 LOTS PH. 4:19.804 ACS. 14 LO S PH. 7B: 30.458 ACS. - 19 LOTS PH. 10: 32.280 ACS. - 22 LOTS: PH. 6: 21.833 ACS. 15 LOS PH. 8: 39.890 ACS. - 23 LOTS PH. 11: 65.635 ACS. - 36 LOTS; PH. 9: 32.375 ACS. - 24 LOTS I ! AVE AND EXCEPT j S1aDDLE CREEK SUBDIVISION PH. 1: 60.528 ACS: PH. 5: 27.795 ACS. 35 LOTS 19 LOTS PH. 2:17.630 ACS. - 12 LOTS PH. 3:10.953 ACS. - 7 LOTS PH. 7A: 17.770 ACS. - 6 LOTS LEGEND SCALE: 1 "=100' 270 EXISTING CONTOUR - MAJOR - ST - PROPOSED STORM CULVERT NOTE: OWNERS: COLLE AM S C. STUTEVILLE LEAGUE, A-216 E STATION, BRAZOS COUNTY, TEXAS 268 EXISTING CONTOUR MINOR FH�a PROPOSED FIRE HYDRANT REFER TO SHEEP 2 OF 10 FOR NOTES PERTAINING TO THIS PLAT. REFER TO SHEET 10 OF 10 FOR LINE & CURVE TAG DATA AND FOR Saddle Creek suhdtytston: EXISTING CREEK/DRAINAGE W_g PROPOSED WATERLINE John A. Malley PHASE AND LOT/BLOCK SUMMARIES 48644 Vista Palomino Jennifer 6454 (LaBlc e. AUGUST 2006 , REVISED SEPTEMBER, 2006 09 odd REVISED JANUARY, EV. c Place FEBRUARY 2009 (REV. 2) 's SUBDIVISION BOUNDARY LaQuinta, CA 92253 STREET RIGHT-OF-WAY LINE - - - - - - LEAGUE/SURVEY LINE SaddleREVISED • PROPERTY CORNER Minnie Creek Subdivision* Minnie Louts Wade O Annie Bell Wade RUNOFF FLOW DIRECTION PRELIMINARY PLAT Rancho Saddle) 44ao Pal Crest ent ton Verdes, CA 90275 ,DULY, 2010 Partners, Ltd. Drive ENGINEER: TX 77845 5059 Wade Road PL PL PL PL PL EXISTING PIPELINE PHASE UNE College Station, TX 77845 College j Stat on, SCHULTZ ENGINEERING LLC - - - - - - - PUBLIC UTILITY EASEMENT (4.0 Acre Tract) ORIGINAL DEED LINESURVEYOR' - - PRIVATE DRAINAGE EASEMENT NOT FOR RECORD Brad Kerr, R.P.L.S. SURVEYOR: 4502 E Saddle Y E Creek ! 2730 Longmire Drive, Suite A College Station, Texas 77845 OPER: Partners, Ltd. P.O. Box 11995, College Station, Texas 77842 y ACCESS EASEMENT LINE ACCESS EASEMENT AREA Kerr Surveying, tng, LLC 505 Church Avenue A440 College Ben Station, ood Drive, 97g 764-3900 Fax: 979 764-3910 TX 77845 � � � � College Station, TX 77841 (979) 268-3195 (979) 690-2642 SHEET 5 OF 10 I 10 W O2: �3�ocy- 5 N N Fze�e/� 2- 1 10 0 �1 �2- AVO 13 DUCK HAVEN SUBDI VXG. PHAS -\. 8240 1A - W _ W W n � U) �c I = 1 ��l00 , 30' I �92 / / 2 EA E M E N T //— % CK -L \ 1442/331 W l PRES E -��- A o _ _ N28.22 05 W-33�} 9 �, o -/', U.E. CD NATUR L GAS) ��, -x \\ 29.10' \ ,6` BLOCK 11 6 `` 28 "E- - 155%.'—'---46 `0 216,E �� IAC. � ' S - �- � 215; 1.11 -AC. o ` �`-' 0 1 07 A�' �� co\ 2$° ` M \ 1 86�4C OZ - 0 OL. 7819/PG 16 Is REMAINDER OF DUCK HAVEN, LTD. �-- 188.04 ACRE TRACT VOL. 401 1 , P G . 1--4 N 08 P BATT E D 3/ -70 00 rL L79 o� /K \� // pc \ Cb 5 CV L78 o o / LOCK 12 /,� 230 229 1.59 AC. \ s 1.32 AC. �`� 231 �\ $� ' ` 1.85 AC. 24.11 ' 282 T / s, ° , k \ BL 1�' \ 11106 6' S8„�` �e� ss� / ,,�� \o. o” w - Nis° o6: �e \ �� "!�° 0. 2.83 AC. •03'3 ti a V, 214 01 � �� \\ \ 23.6 N N BLOCK 11 ° \ 0 1.07 AC. � N 2a� =218- �\ \ 27C. _ - - 34 -• 9 ,3 2»E 338.12' vo A \ 213 1.07 AC. `, — C27 ----� _ \ N M LOC 11 �� 2�z �$'/ 6 U 222 ----_` 1.26 C. -�! 8$, 4 ` csQ 232 \\ 2 1. 18 AC. \ e'I l 00 218 1.6 rA1BI;OCK 11 \ I-- o �I N I /� 126 \ 32.76/, V 1.30 A 32.76' S BLOCK 12 V6 (-Vy' A S I\ \ 233 \� S 1.14 AC. (01 �2 lel \ -g g44 52 N 224 N, wMI1.0AC. C60 FH -I 6S W 1.62 ! N CO � s .81A LO z _� 3 w'a 44 52' g„ `Gl 544, / 0 270 EXISTING CONTOUR — MAJOR ST — PROPOSED STORM CULVERT 268 EXISTING CONTOUR — MINOR FHx* PROPOSED FIRE HYDRANT EXISTING CREEK/DRAINAGE W—g PROPOSED WATERLINE SUBDIVISION BOUNDARY —` — — — LEAGUE/SURVEY LINE STREET RIGHT—OF—WAY LINE QQ PROPERTY CORNER 4 RUNOFF FLOW DIRECTION PI EXISTING PIPELINE PHASE LINE — — — — — — — PUBLIC UTILITY EASEMENT . . . . . . • ORIGINAL DEED LINE — — PRIVATE DRAINAGE EASEMENT ACCESS EASEMENT LINE ACCESS EASEMENT AREA AFON44° 5 ' Og ' ' / BLOC 15` I 240 � N 1.14 AC. \ v n , BL CK 10 286 „x,334 93 \ \ 23 cA � S44 2- �,- 0 241 \ — � -----18.66' i NOTE: REFER TO SHEET 2 OF 10 FOR NOTES PERTAINING TO THIS PLAT. REFER TO SHEET 10 OF 10 FOR LINE & CURVE TAG DATA AND FOR PHASE AND LOT/BLOCK SUMMARIES pka.RFe<#M REN f P �, h" f I NARY tt. vxr�2 � t 4�NOT FOR RECORD —'' BLOCK 0 I \ 258 1.02 A 257 a 1.01 AC. 40.32' 8' 7 ^4 d PFIi PH. 4:19.804 ACS. 14 PH. 6: 21.833 ACSI. 15 PH. 1: 60.528 ACS. 35 PH. 5: 27.795 ACS. 19 SCALE: 1 "=100' OWNERS: Saddl_ a_Creek Subdivision: John A. Malley 48644 Vista Palomino LaQuinta, CA 92253 Minnie Louis Wade Annie Bell Wade 5059 Wade Road College Station, TX 77845 (4.0 Acre Tract) SURVEYOR: Brad Kerr, R.P.L.S. No. 4502 Kerr Surveying, LLC 505 Church Avenue College Station, TX 77841 (979) 268-3195 100 50 0 100 SCALE IN FEET /F AR C E LLA, LEONARD L —AL M I LLI CAN A017700 313 & CRR — A008100 >9.02 ACRES /)T PLATTE D ZETCHLINE ET 9 OF 10 REVISED �.L:IMINARY PLAT it 'AD ! LE CREEK SUBDIVISION 2412.275 ACRES - 153 LOTS LOTS PH. 713: 30.458 ACS. - 19 LOTS PH. 10: 32.280 ACS. - 22 LOTS LOTS PH. 8: 39.890 ACS. - 23 LOTS PH. 11: 65.635 ACS. - 36 LOTS PH. 9: 32.375 ACS. - 24 LOTS �I AVE AND EXCEPT S', DDLE CREEK SUBDIVISION 11 LOTS PH. 2:17.630 ACS. - 12 LOTS PH. 3:10.953 ACS. - 7 LOTS LOTS PH. 7A: 17.770 ACS. - 6 LOTS JAIVES C. STUTEVILLE LEAGUE, A-216 CC LLEGE STATION, BRAZOS COUNTY, TEXAS AUGUST, 2006 &"e Cre)k Subdivision* REVISED SEPTEMBER, 2006 enntfier B. Todd REVISED JANUARY, 2009 i454ILaBl no Place FEBRUARY, 2009 (REV. 2) tancF�o Pa as verses, CA 90275 REVISED JULY, 2010 iaddle Creek Subdivision: addle Creek Partners, Ltd. ENGINEER 1440'' Benhrood Drive :ollege s 'ton, Tx 77845 SCHULTZ ENGINEERING LLC ii 2730 Longmire Drive, Suite A College Station, Texas 77845 DEVELOPER: ... Saddle Creek Partners, Ltd. P.O. Box 11995, College Station, Texas 77842 4440 Be twood Drive 979)74-63900 Fax: 979 7643910 College Cation, TX 77845( ) (979) 690-2642 SHEET 6 OF 10 N/F LYNN, JOHN LOWE 8c HILARY JUNE SAMUEL DAVIDSON LEAGUE— A001300 6.19 ACRES NOT PLATTED N \ op ® SHE TH-LO F 10MAlNnonE SHEET 7 10 ' E RE BINDER O\\WADE TRAC 185.191 ARES 314------- 312 310 308 HKAN U -N- VIUK —3,,-------r.00 ACRE-�ACT 9 48-1- /2,51 302 yoa� � N/F � SON , S� ��I-� J C ST I LLE LEE — AO 1 6.23 AC � NOT PLATTED 270 EXISTING CONTOUR - MAJOR ST - PROPOSED STORM CULVERT 268 EXISTING CONTOUR - MINOR FH3* PROPOSED FIRE HYDRANT EXISTING CREEK/DRAINAGE ' W_g PROPOSED WATERLINE SUBDIVISION BOUNDARY II STREET RIGHT-OF-WAY LINE - - - - - - LEAGUE/SURVEY LINE PROPERTY CORNER RUNOFF FLOW DIRECTION PL PL PL PL RI EXISTING PIPELINE PHASE LINE - - - - - - - PUBLIC UTILITY EASEMENT . . . . . . . . • ORIGINAL DEED LINE - - PRIVATE DRAINAGE EASEMENT Verdes, CA 90275 REVISED ,DULY, 2010 Subdivision: ACCESS EASEMENT LINE C ACCESS EASEMENT AREA 296 & KC T11 ELC/ESMT. 4897/265 L11 U 2 12 WATERLIN S / E t� OF S SHEET 7 OF 10 1.04 A 20- / P.U.E. \ \ Vol 0' PIPE NE SEMEN \ \ x047/25 W PRESS RE /� 9 \ ` NATURALGAS) /�j /��\ 1.01 AC. \16' /j P.U.E. / < 10, P.U.E. BLLOCK 1 / \ / \ 8 / li 1.08 AC. \ / / 10' P.U. RI HA D UGE E WADE ^�\ 20' P.U.E. 1 . 0 RA CT /�� ,, BLOCK 1 \\ ,16- P.U.E. / \: / / \ \ ` \ 7 \ I 740 71 �,2 , \\\ 1.384 AC. I 16' P.U.E. 2 MpN op co < \ 20' P.U.E. N a w m O O co /// h \ \ 6 SN / \ \ 00 1.174 AC. \ . \ / /v a, \N N 20' P.U.E. P.U.E. p 'O.E. / // 30 P.U.E / / MIN. — o, P: .. Pg. 40 1. AC. / I iI 20' P.U.E. BL, ./ �. CIS 3 \ / 2 I i 1.748 AC. i i 1.6 0 1I 20' `- I P.U.E. O LL Z I I I E OCI�3 °� 00 = I 20' P. .E 41 ( Lu l W I I W 1. 1 AC. I ' 10' P.U.E. U)� I i 1016' P.U.E P.U.E. P.U.E. --I L -------W W-sz FI -13 i -i2 W_� H-12 P.U. i 68 { EL, K 2 1' 1 \ 1.031 AC. III 6 `U 1 I I I /I t ' �\\�\ 5 \ ��\ / /' 1 ' SLO E j I AC. I'' 26 i - \ v / � DRAINAGE q •�� / \ \ 1.073 A, a q(z) SEME TC14 11 / 20 P.U.E.41— / 0 1 1 ` / \ \ /a,2 / 16' P. %.E.63 \ \ 30' PRIV NAGE \ / / ®� / /> / EASEMENT 67 4 1.073 AC. \ \ 1.284 AC. I 1.19 AC. % 16' P.U.E.64 P.U.. t P.U.E. , , O i 1.283 A 3 \� /a // EL,OCK 2 \ / / o z 1\� 1.387 AC. l 62 , t, / , % �',, 20' P.U.E. � _ \ , / , t LL1 1.925 AC. 1 % t i BL,OCI� 2 LIJ71 �---_- 2.591 66 6 1 20' P.U.E- / !� \ 2 `\ tt, �� / / /' \ \ t,, // 1.894 ,� `,1 2.319 AC. ., MIN 16' P.U.E. FH1 • I N , 1 / j� � /' , \ , \i,gyp 1 / 1.7 7 AC. t t % / 10 20� P.U.E. ' I 90' P. .E.. L ... 1�\� ----------- j t . . . 0.366 C J 27o*__ - 20' P.U.E.--\........ . I EASEMENT Stousland Road s , e � � i, ewe NOTE: REFER TO SHEET 2 OF 10 FOR NOTES PERTAINING TO THIS PLAT. REFER TO SHEET 10 OF 10 FOR LINE & CURVE TAG DATA AND FOR PHASE AND LOT/BLOCK SUMMARIES ' In PLA"'Im- NOT D REVISED I �M I NARY PLAT I SADDLE CREEK SUBDIVISION ;;44.275 ACRES - 153 LOTS PH. 4: 19.804 ACS. - 4 LOT? PH. 7B: 30.458 ACS. - 19 LOTS PH. 10: 32.280 ACS. - 22 LOTS PH. 6: 21.833 ACS. '= 5 LOTS PH. 8: 39.890 ACS. - 23 LOTS PH. 11: 65.635 ACS. - 36 LOTS PH. 9: 32.375 ACS. - 24 LOTS SAVE AND EXCEPT SADDLE CREEK SUBDIVISION PH. 1: 60.528 ACS. -5 LOTS PH. 2: 17.630 ACS. - 12 LOTS PH. 3:10.953 ACS. - 7 LOTS PH. 5: 27.795 ACS. 9 LOTS PH. 7A: 17.770 ACS. - 6 LOTS SCALE: 1"=100' JAMES C. STUTEVILLE LEAGUE, A-216 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNERS: II AUGUST, 2006 Saddle Creek Subdivision: Subdivision: REVISED SEPTEMBER, 2006 John A. Malley 48644 Vista Palomino Jennifer, B. Todd 6454 Lc8lanc REVISED JANUARY, 2009 Place FEBRUARY 2009 (REV. 2) LaQuinta. CA 92253 RancholPalos i � $,fiddle Creek Verdes, CA 90275 REVISED ,DULY, 2010 Subdivision: Saddle Creek Subdivision: Minnie Louis Wade Annie Bell Wade Saddle Greek 4440 Bentwood Partners, Ltd. ENGINEER Drive 5059 Wade Road College Station, TX 77845 College lStatio , TX 77645 SCHULTZ ENGINEERING LLC (4.0 Acre Tract) (j 2730 Longmire Drive, Suite A SURVEYOR: j DE EL College Station, Texas 77845 PER: Brad Kerr, R.P.L.S. No. 4502 Kerr Surveying, LLC 505 Church Avenue Saddle Creek 4440 Bentw Colleg�JrStajion, ... Partners, Ltd. P.O. Box 11995, College Station, Texas 77842 ad Drive 979 764-3900 Fax: 979 764-3910 TX 77845College Station, TX 77841 (979)90- 642 (979) 268-3195 SHEET 7 OF 10 P.U.E. ��`, -_ __ _ j`- / ��, BLOCK 6 38 /� �E�rfie-!_`� ; J� 126 \ \ SHEET 5 OF 10 - � \ \ 149M c�trNE=__! ��MATCHLIPd \ 1.735 i \ FH 4� L 1.217 AC.\ C. 1503 ' VATS Ar 1.496 AC. SHEET 8 OF 10 5701 \lL _i ' \'2GE _ j/``278EASE ENT37 1.6 A BLOCK 4 � �,'\ 07 C. PU C DRAINAGE 148 <11 �` 1.86 AC. , �\ EASEMEN581\\\�0 I 1q°.72 � �1s' P.U.E. � 1'�1 3MIN. FF = 275.0 60.54E - - - _ PU02®6��.jj ,\ , ��\,j �� \ 178 \�� v-� / EASEM NT j `s1 P !ASE \ `\ \ 147�I/�'. 7L - j i BLOCK \ \ 1.Q55 C. \ \ �� o ( \ 2D'P.. BLO K3 \v- ,, j '� j \\ \,\ \\\ ` ` 0�� 09' oI ,-� I > v -e �- �V 2 125 7-7/0'/5146 i - 2 0 vetIft.2_ 6 ACRE \44 ,6' P.U.E.j , \ \ \ \ , 3 E o 1.490 AC. � j 1.172�)V , 1.149 AC. \ \ I / MIN. FF = 273.5 ' t, 5 \ �, a _ i I \ U.E. / ��,Z a _ .2 A \ \ ` i - s i z U IC SLOPE & i \ DRAT GE EASEMENT // PUBLIC DRAINAGE \ \ \ \ \ - �+' 6 09 LL g� I , (VARIABLE /�'Z 7� i 16' a �w / EASEMENT \ \ - y� FH 1�I Q )CK 3 I { I - 1 , I PUBLIC DRAINAGE ro r2 \ ` \ Y �- ° 03, 30 - \ 00 �� .- I I I I EASEMEN 4- N I w 12 q ` \J w I I 4 0' P.U.E. / / III m �� _ - _ _ `� -�v �Z � 00 1 LLI Q / I ' I I , EASEME PUBLICRAINAGE v- v-� v-1 v i �2 / + \ , \ 1 - 8 AC. I , � 1.6641A / /� � � I I 2D' P.U.E. i 74 • � � - � \ � BLOCK 9 , I -r�l� I Ii FF -2 s z� e i`11 16A ��8 1159 �l C. ' 16' P.U.E. I ' _ - - _ 1.169 A`v..:o 1.135 AC. - 1 1. 99 AC "o I`I 73 Til 1.085 AC. �\ �- C �o �� ¢ { i I 20' P. E. 1 I \ BLOCK 7 \ O 20 P.U.E. i i I I i 1.322 AC. i I I ! i BL PUBLIC - \ \ \ d� 114 \-`c' I 280 (0 I o ( I RAINAGE / j/ j` \ \ N 115 I; i In I SEMENT 268 108 1.286 y ' v C16 I 1 1 _ i j - -� \ \ 1.376 AC. I3 - -� 1.060 AC. // - -426:94- - - 18e.ee'- °' \- FH n 113 `� I 1282 S2 E-51 .94' \ \ \ BLOC I { I B OCK 2 \ \ PUBLIC DRAINAGE / % ! j I I \ \� 1.173 AC. ` �"�' O \ P NAGE�AS &ENT \ \ I I i , \ / % 109 I i \ \ 112 \ ,i I C!1 FH3 O I EASEMENT / � ABLE "D \ 72R 1 0 76 / � � I I i , 1.131 AC:. ` \ � ' � I ®'j ° \ 2 X72 AC. i 1.463 AC. / ; -/ ^\ / // 1.046 A I' I 110 i i I 111 \ \ \ -� , w - - - '- - 29 19 17"W -508. � `� �\ R4IN\FF = 271. I / / \� \ ! / 1.046 A i I 1.110 AC. \ \ \\ \ '-2a8.ee - - - - - -- 22�5a�- (n� o\ N `�' C21 L"' L0, / 1s' P.I.I.E. \\ --- I s� / / / _--� v NO ASEM�NT INDICATED IN i \i \� \ A 29.78' i �i I ' ,~ ° I n' 1 � 1 PUBLIC \ , / TITLE,COMIOITMENT FOR THIS \\ C105 \ \ iZ 131.68 I 111 NI N LOCK 2 \ \ �\ r / / PIP LINE I(�OW PRESSURE \ \ \ 101.90' _ _ - BLOCK 9 1 1 170 I cs\ 1 i 1 1 70R \ \ \ / ; \ \ !' j I jNATURAL GAS) �ti „ ` _ _ 2,63.36 1 `" ( 171 � i .127 AC. \ 20' F:..E. / / 7 \ \ ! ! I , I \ ori- - S36°5 58 E- 1.119 ASolC. 1 20' P.U.EE �- 59.54 ..K 2 i \ P.U.E. \ j 1.342 j ,j ! % 48-3.8 '- - - - 92.82 Ico 1.123 AC. o I o 1 N1DTH VARIES \ ! - -1 -- 1 I d- � y r \ \- - L 155.64 I , 1d. I o, \ \ BL K 2 /, \3 78.26' 130.12' \ I I , I (0 , N U) CID N(01 AC. `� 20' P. .E. \ �\ / �/ / % / \ 81.37' 105.5 88.14' �` I 183.50' 46.0 136.Q0' 92 50' s \ 84 , 1.745 C. / - / 1 1 q- - -q--- - ____ _ 28 w- - I N29°h 9'17"W-4 .50' I 3 I ® 1.692 AC. /' / \ _ o' LO /- - - I \ 16' P.U.E \ \ j MIN. FF 66.5 ` \ V O ,O, i I MIN. FF = 266.6 j / BLOCK 2 I I g�z \ 6 , `� M i' I 1 I ` ' , \ , ` 1 BL _ i �` ASS \\ 85 \ ��, / N N, BLOCK I I 117 � 1 116 i0 I o , 20 P.U.E. \ A� �\ i , / /, '� 78 I ' 1 19 \ 118 l I 11j ( r�i b �� I j / . / - r s, I I 1 1 120 r., i 1.256 AC. 1.332 AC. i LO , � U.E. \ \ �o l .218 A \ /j 2D` P.U.E. / a - � � 1.457AC. I ` `s' 1.424 AC. �' o N L0 2 \ / �, o I I 1. 79 A 1.229 C. o d I I ' LCCK 9(01 N \ � --__ N c'�,. �� 1.050 C. , c• of \ o d 28 �,� \\ 9_M / I MI o Ol �i \�' of °- ; I ' n 17 ;nI 1 74 �, 1.064 AC. f \ (;� I i 1 2 AC , ,/ .079 AC. N �\ \ �A-r®��111 1.4 9 AC. 'o- _ I i �+ Feil t� �, � _ 24 PVM 16' P.U.E. rg 64.,E I�� L00 50 0�I 100 ��' X70' `''w _ 3. 1 AC;. "� 141 Go-, -- -4.66.A0--- - __- 23344=--- ---14261'--8�=-=-} =-- -- '--� 21.08' i 21.5 ' / 268' \ R I - _ - / TLE �N FEET „ i '\ �` �? �, 6 W-6 -6 W_ �� 135.93 - 9371- - - - - -160 98- - _ _ _ , - P.U.E. ! MIN. FF = 266.5 n A5 'N29° 19' 17"W - W W -$ w -s B w -s' 99 ---� \ \ 1 v OO�jC e �a 09 S29° 3.19 Ly 16' P.U.E. \ \ 1 ' I \ p / J E Ct N29 17" - 296.29' £ ,�'� N29° „ _ anCO R.O. Ou�44'' PVMT. oa l _ 19 17 W 827.6 - - N290 19' 17"W - 298.40' 26 � DRA RI ,{ -� o� � ��- � � / � -�� r'-'1�5:60� -- - �t'1$'S$ -' - `17zfl.$0- - - i - - - C�QL� - - - ' ENTERED) - - y� _ 5. 56 A -- E ENT '"•�$-- -' �----_- 128.-�kk1.fr3 - 31 _.. i I I � i � ° PRIVATE „_,i i C12 I I 1 `� FF = 267. \ 1 i \ ' 3D0' I TVA \ S RAINAGE I I MENT ;_ BLOCK , O O I 2 C RED} 0.509 AE RE / EASEMENT I I N I _ I LO I O 0) iAS BLOCK , LO oo I BLOCK I �N o\ I I 'n �? N ' U- WU- I DPR TE 80 1N EN 1 co oa i 6�� N f N N lb N I C o z 87 \ ` \ EASEMENT / ' ' 81A \I� - I N N I I N © 101 1 a' 1 (�, 8aB :� I y w IW 102 IW BLO K8 w 104 'W N « 0 -- > 631 A ` _ ■ 7ELOT`'' W I►1 c - 3.185 AC. DTH ARIES I "' 1.1 �' 1.135�AC. i 100 -____ t AC. 1.142 AC. L; , W I MIN. FF - 266.5 0' P.U.E. \ \ 40' PRIVATE d r C. d coM W Q W / DRAINAGE 1 - l - M d �-\ I I=mo` - 1.142 AC. 105 1106 1 _,126I �\ EASEMENT , O , O I _ - d 11.071 AC. 1 01.077 AC. ,n , d I �I I .141 AC. I �`' 1. VolV/ 1.142 AC. 37 AC. ° (A .\♦'r V7 V ■ \ ;f d0 1 d I O i C) O I p 1' K . . . . . . . (/ � Iii 'd- . . . . . . . . . . . . . . I L_ I Z I' 1 0 I 20' I Z `'c\ (p cOo I O p U- q- W C - --- ------ �- - - - -+- -- - L, - U) U.E..l z I z z z I co o p J d I.. �. . rn I I&GN RAILROAD R.O.W. VARIABLE WIDTH R.O.W. LEGEND 270 EXISTING CONTOUR - MAJOR ST - PROPOSED STORM CULVERT 268 EXISTING CONTOUR - MINOR FH3* PROPOSED FIRE HYDRANT EXISTING CREEK/DRAINAGE W -g PROPOSED WATERLINE SUBDIVISION BOUNDARY PH. 7A: 17.770 ACS. - 6 LOTS STREET RIGHT-OF-WAY LINE - - - - - -` LEAGUE/SURVEY LINE PROPERTY CORNER RUNOFF FLOW DIRECTION PL PL Rl 121 121 EXISTING PIPELINE E30I mom= PHASE LINE - - - - - - - PUBLIC UTILITY EASEMENT . . . . . . . . • ORIGINAL DEED LINE - - PRIVATE DRAINAGE EASEMENT ACCESS EASEMENT LINE C ACCESS EASEMENT AREA L;X . ._ I , .� ••� 0� _IVA 110 111 1 •# n ..c"�lilh�i. N/F MOORS, I r1 I I I C'` r-\ NOTE: REFER TO SHEET 2 OF 10 FOR NOTES PERTAINING TO THIS PLAT. REFER TO SHEET 10 OF 10 FOR LINE & CURVE TAG DATA AND FOR PHASE AND LOT/BLOCK SUMMARIES NOT F % RECORD 1 r i --- - ► ( I Z N/F N/F THOMAS, THOMAS. REVISED P IM I NARY PLATI �I BATTLE CREEK SUBDIVISION '4 .275 ACRES - 153 LOTS PH. 4:19.804 ACS. - 14 LOTS PH. 713: 30.458 ACS. -19 LOTS PH. 10: 32.280 ACS. 22 LOTS PH. 6:21.833 ACS. - 115 LOTS PH. 8: 39.890 ACS. - 23 LOTS PH 11, RS FRS ACR, - 3R I nT.q PH. 9: 32.375 ACS. - 24 LOTS i� I S VE AND EXCEPT SADDLE CREEK SUBDIVISION PH. 1: 60.528 ACS. -.5 LOT PH. 2:17.630 ACS. -12 LOTS PH. 3:10.953 ACS. - 7 LOTS PH. 5: 27.795 ACS. - 9 LOTS PH. 7A: 17.770 ACS. - 6 LOTS SCALE: 1 "=100' J ME C. STUTEVILLE LEAGUE, A-216 C06EGE STATION, BRAZOS COUNTY, TEXAS OWNERS: j AUGUST, 2006 Saddle geek subdivision: John A. Malley Saddle Jennifer B. Tc REVISED SEPTEMBER 2006 dd REVISED JANUARY, 1009 48644 Vista Palomino LaQuinta, CA 92253 Saddle Creek Subdivision: 6454 La Rancho lanePlace alos R FEBRUARY 2009 (REV. 2 Verdes, CA 90275 REVISED ,DULY, ) Subdivision, Minnie Louis Wade Annie Bell Wade Saddle 4440 Hehtwood geek (Partners, Ltd. Drive ENGINEER: 5059 Wade Road College Station, TX 77845 College Station. TX 77845 SCHULTZ ENGINEERING LLC (4.0 Acre Tract) 2730 Longmire Drive, Suite A SURVEYOR • DEVELOPER: College Station, Texas 77845 Brad Kerr, R.P.L.S.°No. 4502 Kerr Surveying, LLC Saddle, 4440 a Cree Bentwood Partners, Ltd. Drive P.O. Box 11995, College Station, Texas 77842 (979) 7643900 Fax: (979) 764-3910 505 ChurchAvenue Colla g Stat on, TX 77845 College Station, TX 77841 (979) 1690-2642 (979) 268-3195 ij SHEET 8 OF 10 Yr�,v 1 2j6 �� 'c\'• 274 30 �0 0; ' 272 AC. ory\� 178 1. AC. I �' 0 ' p - � 180 \ C31 S 10 + \\ �� - , \ 40.32' H U ` - 18.66 241 \ \ - SHEET 6 OF 10 c INE 1 \ _ �, , - 1.14 AC. S� \ \ ^ 1 C36 - 6, /, �- 2S6 MATCHLINE 183 _ 185 ti __ - \ \ -� _ �, • 1� h.;5 2� '7 1.27 AC. I S 9 OF 10 - - - B®OC1LL 10 \BLOC 10 �' o' �` \ _ ®' O9"E - a� o �w \ - " SHEET 9 OF 10 Y \ 20 .� 34 \ - S 2 ° c`tn -» N / ,3 - rL � 1 1 \ ,�. � ., • � I � � 1.02 AC. - - 9 E � - , , , \ (� .62 C. 1.21 278 '° N36°00_ „_61 V \\ \ v { /5„ 3 0\$ SCARCELLA� LEONA, 42 65.82' _- 615' 276 1.1 C. , , 25 N \� ET -AL 11 c. \ - ` 182 186 \\ \ 43 1'�� r 1°� 65 t ' �- �� - _ S� E 2 _ ti W M I ��I CAN A0 \ �1.10 AC. \\ 2\�5 s4o� 237 BBB 8c CRR A 205 () 272--_ 8 \ �" -- �\\ .40 AC1. S-A�;. W I _ -- �a' \� 459.02 ACRES E. 2T3 J - _ S°2 a 9 g9�NIM 1.31Ac. NOT P BATT E D co s _ _ _gee 3 ti .F Q° \ - z i 81AC. \ � 1 I- - y, A�� '� i:H �, \ 3„W _ - - N ,� N N GI / Ll 21 t °° W ' , �, � ,�y0 �� 6, ( 41_01 S t \ 6./ 159 ` s I o �2s ' °w •2s � �o°c 187 \ \ - -;P- " 8 \ 27 ��/ \ \� ao �-- 6 99 �A-C 1 160 N 1 1 � S6 1.28 AC. \ - \ 4.03I \IiI g � p��11•. . Zia -- I \ \ I E LOUSE O U S EO' -1.2 C. 7 00.3CK 10 o K 10 WAD --AND AN N I L' E 1.2 ?�° i 253 \ ,� ��, \ �0 236 �2, / BLOC 10 i' - 2�? --B E SLE WADE 20.00 1 z .540 Ac. O �� BLO ;�'` \ s 5 .5� AC. �, \244 4.31, A \ 3r- , o \ 4.0 CRSS \ 6�• �i 00 1 181 ti \ s ,1 - 1.70�AC. tS. U 8 \ , 3.62 AC. �h 18 , 01 2 `C �68 7;730 PELINE EASE IE C I Ll A 2047 259 21.29' ELL _ " \ MLS i 169 ,, \ `� , ��. BL K 9 \\ L CK I o foo \ �, �� 189 �3 203 - - _ ' •-' 1 N / �- 1.108 AC. o- \ " o I , ti'` ,63 + �� ,� .Sv\ 1.4� AC. \� _ .... _.__ 1 1 A 24S A� to rr o \ .6 N 2-36$28 / 1 8 ti !2 °'��%' �� i s,9 'I 63 ' �. �2 \� tP °; $ J 26 \ 1 0 5 10 114.32 \. � ° . Q � BL CK�9 �. � ► _ �0 ow \ S(,%A o� N 1.13 AC. , i 24.21 s�N ,� \ Q � •�� \ '-L E � -p S ! ,- ti o \Q N j °0BL C 10 25 N \ o \ F 1. 9 A I - s5AU.E L CK 9 �, \�s �� ,'`,°s p , , 6"w'29. �- T4s B�L'c�rK P`� N v BLOCK 10 1 Sas , �1 I� 56 C. \ \ Com• 74 I P' �� `'� \ "'�'- ti ' �: \ N44° 24 - - I 190 w w i ` r -�,�� .38 _ - 201 - � I � • I i as $4 079 AC. N G CK 9 '��,ti �� --�'� - \� 1 I 202 N i 1.� 7 AC. ►� �0 ° ss' - " \ % .y 8 1.28 AC 1.11 AC. o \ 1. �` AC.'>6 o , 175 � \ \ BLOC �9 \�, 1.0 iiAC. I 06 5 , \ 13.9, 0 '� 167 I N N ° 1 0 o int (01 / 51 \ & "'''60 NCV/.077 AC. , oh / 165 i i w / ' �, �sz ls� A \ �� 1.18 AC. 1.018 �". 00 z z I ° \� � - \8 N C. -' \ r_ 1.412 �Og J 31 9' '''F'/ BLOCK \'S - -" \ ' - t - - _ _ ' I F,,�, / g"c�N N N W-4 Z' W-4 449�,4 - 146. - - - - 444-7 - - 5 4g' -1 ` /i - +Gjlk '01 1\ SII , a7 / o - w-4 t - l °06 248 --N33°13'24'294.37' 0 1 20 P.U.E. \ • O o / N29 T9 17 W - 8.11 G `��9 \ 29° 9' 17"W - 374. 9' 0 ,6' ' - 55 \ C�o4 1.82 AC. 4 \ 1.4 - C. i \ X24 7&� "0n X87OCh ,1 \' " eN� : O,C'_�$°• -/ � � \ \ \O °S2 19' 17" 94.75 9 LOCK °o \ 192 .23M S1.26 AC. o�3 10 �j 2.08 K T C� 1 �D , » , N Act ' 6 N I I N I IOD , lsJ \� 106 ' `i HOCK 8 \ �', \\ s29°47 58 E-339.42 I 2 ,�� BLOCK 10 N ; 194 1 N (0 1 197 19 37 AC. I W \ °� 0) (0 1 - 193 ' 04 196 161 M 5� "`/ w 1.27 AC. 1 24 AC. W 1.21 A ' w 1. 1 AC. W 1.59 C. N ' 0 1.163 AC. BL6 K� M 1. 1 � I � I I ' � .. . . Ii \ 176 - / X268 � ..0 .. ... . I� _ M . . . . . . . . . . . . . . . . . - . \ O O O 1 � = I 1.25*AC. _ - - 275 -� _ ..' i.� ... 5.92 416.79- - - - -- - - -- - -� - - - - _ "12zT 104.57 _ 125.92 8"3:83` - - -211'3.83 - Lij O i Co = I - 258 256 W Q \ 26 265 \ LEGEND 270 EXISTING CONTOUR - MAJOR ST - PROPOSED STORM CULVERT 268 EXISTING CONTOUR - MINOR FHs* PROPOSED FIRE HYDRANT EXISTING CREEK/DRAINAGE W -g PROPOSED WATERLINE SUBDIVISION BOUNDARY CREEK SUBDIVISION - - - - - - LEAGUE/SURVEY LINE STREET RIGHT-OF-WAY LINE 2.275 ACRES - 153 LOTS PROPERTY CORNER RUNOFF FLOW DIRECTION -1'i PI PI Pl PI EXISTING PIPELINE PHASE UNE - - - - - - - PUBLIC UTILITY EASEMENT . . . . . . . . • ORIGINAL DEED LINE - - PRIVATE DRAINAGE EASEMENT PH. 8: 39.890 ACS. - 23 LOTS PH. 11: 65.635 ACS. - 36 LOTS ACCESS EASEMENT LINE F- ACCESS EASEMENT AREA -p A WIN6 ! .f$ I's, 1 19- k 249 _ \N �... SA - - - - 393.38 Z - 11 A REVISED I' i! 'IMINARY PLAT SADIDLE CREEK SUBDIVISION �14 2.275 ACRES - 153 LOTS PH. 4:19.804 ACS, i 14 LOTS PH. 713: 30.458 ACS. -19 LOTS PH. 10: 32.280 ACS. - 22 LOTS PH. 6: 21.833 ACS' 15 LOTS PH. 8: 39.890 ACS. - 23 LOTS PH. 11: 65.635 ACS. - 36 LOTS I i l PH. 9: 32.375 ACS. - 24 LOTS !SAVE AND EXCEPT i SADDLE CREEK SUBDIVISION PH. 1: 60.528 ACS 35 LOTS PH. 2: 17.630 ACS. - 12 LOTS PH. 3: 10.953 ACS. - 7 LOTS PH. 5: 27.795 ACS 19 LOTS PH. 7A: 17.770 ACS. - 6 LOTS SCALE: 1"=100' , JAMES COLLEGE C. STUTEVILLE LEAGUE, A-216 STATION, BRAZOS COUNTY, TEXAS OWNERS: i AUGUST, 2006 Saddle Creek subdivision: John A. Malley 48644 Vista Palomino Jennifer B. 6454 (LaBlat REVISED SEPTEMBER, 2006 (Todd REVISED JANUARY, 2009 c Place FEBRUARY, 2009 (REV. 2) LaQuinta, CA 92253 Rancho Pals Saddle'! Cree, Verdes. CA 90275 Subdtvtston: REVISED JULY, 2010 Saddle Creek Subdivision: Minnie Louts Wade Saddle! Cree1c 4440 1entwood Partners, Ltd. Drive ENGINEER: Annie Bell Wade 5059 Wade Road College Station, TX 77845 College Stat 1 on. TX 77845 SCHULTZ ENGINEERING LLC (4.0 Acre Tract) 2730 Longmire Drive, Suite A ° SURVEYOR ° D E IV E OPER ° College Station, Texas 77845 Brad Kerr, R.P.L.S. No. 4502 Kerr Surveying, LLC 505 ChurchAvenue Saddle Cr 4444 I Bentwood College Stotion, ek Partners, Ltd. P.O. Box 11995, College Station, Texas 77842 Drive 979 764-3900 Fax: 979 764-3910 TX 77845 () � ) College Station, TX 77841 (979) 268-3195 (979 690-2642 SHEET 9 OF 10 Curve Table Curve # Length Radius Delta TANGENT CHORD CHORD BEARING C1 416.67 5729.58 004'10'00" 208.43 416.57 N31 *24'1 7"W C2 82.79 215.00 022°03'49" 41.92 82.28 N49°38'48"E C3 109.75 285.00 022°03'49" 55.56 109.07 N49°38'48"E C4 39.27 25.00 090°00'00" 25.00 35.36 N 15°40'43"E C5 39.27 25.00 090°00'00" 25.00 35.36 1\174° 19'1 7"W C6 143.95 465.00 017°44'12" 72.55 143.37 S51°48'36"W C7 39.27 25.00 090°00'00" 25.00 35.36 S02°03'30"E C8 39.27 25.00 090°00'00" 25.00 35.36 N87°56'30"E C9 108.19 535.00 01 1 °35' 10" 54.28 108.00 S48°44'05"W C10 39.27 25.00 090°00'00" 25.00 35.36 S15°40'43"W C 1 1 39.27 25.00 090°00'00" 25.00 35.36 N74° 19'1 7"W C12 39.27 25.00 090°00'00" 25.00 35.36 N15°40'43"E C13 19.68 25.00 045°05'57" 10.38 19.17 N51 *52'1 6"W C14 287.96 60.00 274°58'48" 55.00 81.09 N63'04'1 0"E C15 61.03 25.00 139°52'51" 68.47 46.97 S49°22'52"E C16 36.59 25.00 083°50'58" 22.45 33.41 S12°36'12"W C17 377.98 435.00 049°47'05" 201.85 366.20 SO4°25'45"E C18 28.66 25.00 065°41'03" 16.14 27.12 S12°22'44"E C19 257.28 60.00 245°41'03" 92.95 100.82 S77°37'16"W C20 317.15 365.00 049°47'05" 169.37 307.27 N04°25'45"W C21 39.27 25.00 090°00'00" 25.00 35.36 N74'1 9'17"W C22 39.72 25.00 091 °01 ' 17" 25.45 35.67 N87°25'52"E C23 25.32 25.00 058°02'03" 13.87 24.25 N 12°54' 12"E C24 278.67 60.00 266°06'24" 64.22 87.69 S63°03'37"E C25 12.25 25.00 028°04'21 " 6.25 12.13 S55°57'24"W C26 38.82 25.00 088°58'43" 24.56 35.04 S02°34'08"E C27 550.27 850.00 037°05'31 " 285.17 540.71 S28°30'44"E C28 42.21 25.00 096°44'39" 28.13 37.37 S58'20'1 8"E C29 89.60 165.00 031 °06'50" 45.94 88.50 N58°29'55"E C30 18.98 25.00 043°29' 17" 9.97 18.52 N 19°34'38"E C31 282.97 60.00 270° 13'02" 59.77 84.69 S47°03'30"E C32 20.39 25.00 046°43'45" 10.80 19.83 S64°41'09"W C33 127.58 235.02 031 *06'11 " 65.40 126.02 S58°29'39"W C34 42.13 25.00 096°33'45" 28.04 37.32 S25°33'35"W C35 212.60 550.00 022°08'52" 107.65 211.28 S33°47'43"E C36 267.16 650.00 023°33'00" 135.50 265.29 S33°05'39"E J LEGEND EXISTING CONTOUR - MAJOR _- EXISTING CONTOUR - MINOR EXISTING CREEK/DRAINAGE SUBDIVISION BOUNDARY STREET RIGHT-OF-WAY LINE • PROPERTY CORNER PL PL PL PL PI_ EXISTING PIPELINE - - - - - - - PUBLIC UTILITY EASEMENT PRIVATE DRAINAGE EASEMENT ACCESS EASEMENT LINE PROPOSED STORM CULVERT PROPOSED FIRE HYDRANT W-8 PROPOSED WATERLINE - - - - - - LEAGUE/SURVEY LINE .0= RUNOFF FLOW DIRECTION wMamm MEN= PHASE LINE . . • • • . • • • ORIGINAL DEED LINE C7 ACCESS EASEMENT AREA Curve Table Curve # Length Radius Delta TANGENT CHORD CHORD BEARING C37 12.78 650.00 001°07'34" 6.39 12.78 N10°31'45"W C38 433.64 750.00 033°07'41 223.07 427.63 N26°31'49"W C39 41.00 25.00 093°57'51 " 26.79 36.56 S89°55'26"W C40 44.90 165.00 015°35'28" 22.59 44.76 S35°08'46"W C41 28.66 25.00 065°41'03" 16.14 27.12 S05°29'30"E C42 257.28 60.00 245°41'03" 92.95 100.82 S84°30'30"W C43 63.95 235.00 015°35'28" 32.17 63.75 N35°08'46"E C44 39.27 25.00 090°00'00" 25.00 35.36 NO2°03'30"W C45 39.36 25.00 090° 11'51 " 25.09 35.42 S66°25'05"E C46 117.87 165.00 040°55'49" 61.57 115.38 N47°39'32"E C47 79.09 365.00 012°24'53" 39.70 78.93 N22° 1 1' 12"E C48 261.35 335.00 044°41'58" 137.73 254.77 N38'1 9'44"E C49 39.27 25.00 090°00'00" 25.00 35.36 N 15°40'43"E C50 19.68 25.00 045°05'57" 10.38 19.17 N51 *52'1 6"W C51 282.95 60.00 270°11'54" 59.79 84.71 N60°40'43"E C52 19.68 25.00 045°05'57" 10.38 19.17 S06°46'19"E C53 28.66 25.00 065°41'03" 16.14 27.12 S62°09'49"E C54 257.28 60.00 245°41'03" 92.95 100.82 S27°50'11"W C55 39.27 25.00 090°00'00" 25.00 35.36 1\174°19'17"W C56 206.74 265.00 044°41'58" 108.95 201.54 N38° 19'44"E C57 93.49 435.00 012° 18'51 " 46.93 93.31 N22°08' 10"E C58 178.48 235.00 043°30'56" 93.79 174.22 N48°57'07"E C59 35.69 25.00 081'48'07" 21.66 32.74 N29°48'31 "E C60 40.34 25.00 092°26'45" 26.09 36.10 N88°54'28"E C61 169.33 165.00 058°48'04" 92.97 162.00 N13°17'03"E C62 242.23 235.00 059°03'29" 133.11 231.65 N 13°24'46"E C63 170.07 165.00 059°03'29" 93.46 162.65 S13°24'46"W C64 241.17 235.00 058°48'04" 132.42 230.73 S13°17'03"W C65 38.20 25.00 087°33' 15" 23.95 34.59 S01 °05'32"E C66 40.34 25.00 092°26'45" 26.09 36.10 S88°54'28"W C67 271.62 835.00 018°38'16" 137.02 270.42 S52°00'13"W C68 221.26 565.00 022°26' 15" 112.06 219.85 S50-06'1 4"W C69 113.73 265.00 024°35'25" 57.76 112.86 S26°35'24"W C70 19.68 25.00 045°05'57" 10.38 19.17 S08° 15'1 7"E C71 282.95 60.00 270° 1 1 '54" 59.79 84.71 S75°42' 18"E C72 19.68 25.00 045°05'57" 10.38 19.17 S36°50'40"W PHASE 1: 60.528 ACRES 35 LOTS BLOCK 1, LOTS 1 - 7 BLOCK 2, LOTS 61 - 70R BLOCK 6, LOTS 72R - 74 BLOCK 3, LOTS 42 - 51 BLOCK 4, LOTS 53 - 57 PHASE 2: 17.630 ACRES PHASE 5: 27.888 ACRES 19 LOTS BLOCK 2, LOTS 75 - 77 BLOCK 4, LOTS 58 - 60 BLOCK 6, LOTS 125 - 127, C74 248.67 635.00 145 - 148 BLOCK 7, LOTS 108 - 113 PHASE 6: 21.833 ACRES Curve Table Curve # Length Radius Delta TANGENT CHORD CHORD BEARING C73 143.78 335.00 024°35'25" 73.01 142.67 N26°35'24"E C74 248.67 635.00 022°26' 15" 125.95 247.08 N50°06' 14"E C75 248.85 765.00 018'38'16" 125.53 247.75 N52°00' 13"E C76 38.20 25.00 087°33' 15" 23.95 34.59 N01 °05'32"W C77 39.27 25.00 090°00'00" 25.00 35.36 N89°52'09"W C78 19.68 25.00 045°05'57" 10.38 19.17 S22°34'52"W C79 282.95 60.00 270°11'54" 59.79 84.71 N44°52'09"W C80 19.68 25.00 045°05'57" 10.38 19.17 N67°40'49"E C81 39.27 25.00 090°00'00" 25.00 35.36 N00°07'51 "E C82 40.17 25.00 092°03'20" 25.91 35.98 N51°43'18"E C83 93.14 835.00 006°23'29" 46.62 93.10 N79°03' 18"W C84 43.25 765.00 003° 14'21 " 21.63 43.24 1\174° 14'23"W C85 39.27 25.00 090°00'00" 25.00 35.36 S49°24'49"W C86 74.63 165.00 025°55'00" 37.97 74.00 S17°22'19"W C87 106.30 235.00 025°55'00" 54.07 105.39 N 17°22'19 "E C88 39.27 25.00 090°00'00" 25.00 35.36 N 14°40' 1 1 "W C89 39.27 25.00 090°00'00" 25.00 35.36 S75°19'49"W C90 118.70 335.00 020° 18'03" 59.98 118.08 N69°49'1 3V C91 93.89 265.00 020'18'03" 47.44 93.40 N69°49'13"W C92 98.32 435.00 012°57'01 " r 49.37 98.11 N66°08'42"W C93 82.50 365.00 012°57'01 " 41.43 82.32 N66°08'42"W C94 47.21 835.00 003`14'21 " 23.61 47.20 N74° 14'23"W C95 36.10 25.00 082°44'20" 22.02 33.05 N35°40'32"W C96 587.68 565.00 059°35'44" 323.55 561.54 S73°35'37"W C97 12.25 25.00 028°04'21 " 6.25 12.13 S29°45'35"W C98 278.67 60.00 266°06'24" 64.22 87.69 N31 ° 13'23"W C99 25.32 25.00 058°02'03" 13.87 24.25 N72°48'47"E C100 660.49 635.00 059°35'44" 363.63 631.11 N73°35'37"E C101 287.45 785.00 020°58'50" 145.35 285.85 S1 8-49'52"E C102 313.20 260.00 069"01'10" 178.76 294.60 S26°10'08"W C103 228.88 190.00 069°01'10" 130.63 215.29 N26°10'08"E C104 261.82 715.00 020°-58'50" 132.39 260.36 N 18°49'52"W C105 112.67 215.00, 030°01'28" 57.66 111.38 S23-36'09 IV PHASE 8: 39.890 ACRES 23 LOTS BLOCK 6, LOTS 150 - 155 BLOCK 9, LOTS 178 - 183 BLOCK 11, LOTS 212 - 222 PHASE 9: 32.375 ACRES 24 LOTS 12 LOTS 3, 15 LOTS BLOCK 8, LOTS 104 - 107 - 32, 52 BLOCK 5, LOTS 13 - BLOCK- 9, LOTS 157 - 176 BLOCK 1, LOTS 8 - 12 BLOCK 6, LOTS 129 - 143 --- BLOCK 3, LOTS 35 - 41 61.36 N55° PHASE 10: 24"E L4 84.14 PHASE 7A: 32.280 ACRES PHASE 3: N89° 17.770 ACRES 22 LOTS 10.863 ACRES 36' 6 LOTS L7 97.94 7 LOTS 03' 04"E L8 49.46 BLOCK 9, LOTS 185 - 189 52' 11 "E L9 BLOCK 2, LOTS 82 - 87 BLOCK 10, - LOTS 190 - 206 BLOCK 4, LOTS 26 - 27 S68° 03' 54"E BLOCK 6, LOTS 22 - 25, 128 PHASE 7B: PHASE 11: PHASE 4: 19.804 ACRES 14 LOTS BLOCK 3, LOTS 29 - 32, 52 BLOCK 5, LOTS 13 - 19 BLOCK 6, LOTS 20 - 21 30.458 ACRES 19 LOTS BLOCK 2, LOTS 78 - 81 A, 81 B BLOCK 6, LOTS 149 BLOCK 7, LOTS 114- 121 BLOCK 8, LOTS 99 - 103 65.635 ACRES 36 LOTS -- BLOCK 10, LOTS 234 - 258 BLOCK 11, LOTS 223 - 228 BLOCK 12, LOTS 229 - 233 PRELIMINARY N01" FOR RECORD Line Table AVE AND EXCEPT Line #�Limgth Line # Length Direction L1 336.21 S76° 36' 31 "E L2 61.97 S45° 21' 17"E L3 61.36 N55° 08' 24"E L4 84.14 N85° 11' 11 "E L5 104.12 N89° 38' 23"E L6 133.78 N61° 36' 09"E L7 97.94 N51 ° 03' 04"E L8 49.46 S49° 52' 11 "E L9 89.95 S57° 58' 31 "E L10 40.57 S68° 03' 54"E L11 130.42 S82° 30' 33"E L12 107.59 S86° 18' 28"E L13 81.42 S08° 35' 25"W L14 70.00 S51 ° 23' 07"E L15 119.17 S47° 03' 30"E L16 100.00 N42° 56' 30"E L17 161.67 S76° 36' 31 "E L18 70.00 N13° 23' 29"E L19 2.54 S76° 36' 31 "E L20 132.42 N60* 40' 43"E L21 112.10 S42° 56' 30"W L22 112.10 S42° 56' 30"W L23 137.65 N60° 40' 43"E L24 104.29 S08° 20' 27"E L25 30.35 S60° 40' 43"W 126 30.35 N60° 40' 43"E L27 104.29 N08° 20' 27"W L28 88.99 S09° 57' 58"E L29 92.38 N09° 57' 58"W L30 172.13 S42° 56' 30"W L31 19.67 S27° 21' 02"W L32 97.13 N27° 21' 02"E L33 173.86 N42° 56' 30"E L34 34.30 N22° 15' 54"W L35 128.55 S21 ° 42' 56"W L36 110.61 SW 28' 11 "W L37 108.96 N34° 26' 02"W L38 165.89 N54° 21' 21 "E L39 87.39 N61° 57' 08"E L40 153.59 S29° 55' 02"W L41 75.15 S38° 35' 10"W PRELIMINARY N01" FOR RECORD REVISED PF1 E IMINARY PLAT I� SAi6 ID LE CREEK SUBDIVISION ,242.275 ACRES - 153 LOTS PH. 4: 19.804 ACS 14 LOTS PH. 713: 30.458 ACS. -19 LOTS PH. 10: 32.280 ACS. 22 LOTS' PH. 6: 21.833 ACS 15 LOTS PH. 8: 39.890 ACS. - 23 LOTS PH. 11: 65.635 ACS. - 36 LOTS PH. 9: 32.375 ACS. - 24 LOTS Line Table Table AVE AND EXCEPT Line #�Limgth Line # Length Direction Direction L42 113-57 I1,11S241,° 42"E 08' 14"W L43 N61* 10.05 'jS42° 19' 46"W L44 1 7.14 '!SO ° 23' 12"W L45 2159.15 53' 141S77° 44' 35"E L46 1 1.71 jN 10° 26' 34"W L47 N20° 8.99 1\10�. 20' 08"E L48 I M-11 IS86' 51' 34"W L49 S42° I; QP.37 I, N36° 01' 40"E L50 �11.�0-00 41' I I N42, II 56 30"E L51 �111 17.37 I N 15° 58' 45'E L52 �1'17.37 N 1' 58' 45"E L53 N72° 8.11 11111S6 13"W 08' 44"W L54 1 1.38 I S32° 07' 17"E L55 139.73 05' S50° 25' 02"E L56 11 5.45 S611° 35' 22"E L57 N29' 1.02 �11\17j- 05"W 04' 53"E L58 fl)6.66 11,S24' 35"W 18' 06"E L59 N78° 7.48 IS21" 44' 46"W L60 N85° 6.90 11S2�, 11 "W 19' 17"E L61 N85° 3.33 S4 ° 57' 31 "E L62 84.941 1 IS211° 25' 41 "E L63�qi.14 N79° 58' 841` 12' 47"E L64 N79° 547 ! S73° 35' 03"E L65 N59° 8.58 1 11\179" 17' 27"E L66 S30° 1.95 �IS3 49"W 17' 20"E L67 SO4° 0.78 1�11\141)' 49"W 23' 51 "E L68 1) 0.116 �IN15f 49"E 16' 30"E L69 1 8.90 1\1221° 24' 09"E L70 1 8.84 N 10° 50' 02"E L71 S76° .32 N32° 37' 55"E L72 S60° .38 F I N 15° 47' 26"E 11 L73 [1 1. 1:8 1 IN014° 37' 26"W L74 N60° .312 ,IN11I°' 05"E 26' 21 "E L75 '108.13 19' IN01° 16' 20"W L76 S60° 99 I�N18° 13' 49"E r L77 1 IB0.61 19' 'N42° r. 41' 05"E L78 1b.61 i N42° 56' 30"E L79 N45° .61� (N4 56' 30"E L80 1 5.73 S4 i 41' 05"W L81h(I2.44 S61 ° 19' 21 "W L82 59 S1° 17' 42"W REVISED PF1 E IMINARY PLAT I� SAi6 ID LE CREEK SUBDIVISION ,242.275 ACRES - 153 LOTS PH. 4: 19.804 ACS 14 LOTS PH. 713: 30.458 ACS. -19 LOTS PH. 10: 32.280 ACS. 22 LOTS' PH. 6: 21.833 ACS 15 LOTS PH. 8: 39.890 ACS. - 23 LOTS PH. 11: 65.635 ACS. - 36 LOTS PH. 9: 32.375 ACS. - 24 LOTS Line Table AVE AND EXCEPT Line # Length Direction L83 82.59 N14* 17' 42"E L84 172.44 N61* 19' 21 "E L85 177.96 N73° 16' 29"W L86 101.76 N73° 53' 02"E L87 134.74 N80° 30' 54"E L88 114.17 N20° 00' 25"W L89 218.83 S51 ° 17' 34"E L90 42.67 S42° 19' 41 "E L91 190.57 N05° 41' 38"E L92 42.17 N82° 15' 02"W L93 70.00 N1 4° 08' 26"E L94 175.82 N72° 37' 13"W L95 32.38 S76° 57' 53"W L96 185.11 N82° 05' 30"W L97 95.01 S70° 50' 32"W L98 98.59 N29' 47' 05"W L100 290.50 N88° 56' 35"W L101 145.99 N78° 53' 45"W L102 125.00 N85° 35' 11 "W L103 70.00 N85° 35' 11 "W L104 111.77 N04° 31' 00'E L105 51.89 N79° 58' 14"W L106 51.89 N79° 58' 14"W L107 80.65 N59° 40' 11 "W L108 21.20 S30° 19' 49"W L109 162.84 SO4° 24' 49"W L110 162.84 N04° 24' 49"E L111 21.20 N30° 19' 49"E L1 12 104.73 N76° 36' 31 "W L113 107.28 S76° 36' 31 "E L114 302.39 S60° 33' 05"W L115 70.00 S29° 19' 29"E L116 125.00 N60° 33' 05"E L117 319.55 N29° 19' 17"W L118 12.50 S60° 40' 43"W L119 163.16 N29° 19' 17"W L120 50.00 S69 40' 43"W L121 37.21 N45° 07' 51 "E REVISED PF1 E IMINARY PLAT I� SAi6 ID LE CREEK SUBDIVISION ,242.275 ACRES - 153 LOTS PH. 4: 19.804 ACS 14 LOTS PH. 713: 30.458 ACS. -19 LOTS PH. 10: 32.280 ACS. 22 LOTS' PH. 6: 21.833 ACS 15 LOTS PH. 8: 39.890 ACS. - 23 LOTS PH. 11: 65.635 ACS. - 36 LOTS PH. 9: 32.375 ACS. - 24 LOTS !i AVE AND EXCEPT .SADDLE CREEK SUBDIVISION PH. 1: 60.528 ACS. 35 LOTS PH. 2: 17.630 ACS. - 12 LOTS PH. 3:10.953 ACS. - 7 LOTS PH. 5: 27.795 ACS.1 19 LOTS PH. 7A: 17.770 ACS. - 6 LOTS ,jAM S C. STUTEVILLE LEAGUE, A-216 CO LEGE STATION, BRAZOS COUNTY, TEXAS OWNERS: AUGUST, Zoos Saddle Creek Subdivision: John A. Malley Jennif r B. REVISED SEPTEMBER 2006 (rodd REVISED JANUARY, 1009 48644 Vista Palomino LoQuinta, CA 92253 674 Ranc Saddle. '' Blarr,�c Polds Creeik Place FEBRUARY, 2009 (REV. 2) Verdes, CA 90275 REVISED JULY, 2010 Subdivision: Saddle Creek Subdivision: Minnie Louis Wade Annie Bell Wade Saddle 4440 (Bentwood Creek Partners, Ltd. ENGINEER: Drive 5059 Wade Road College Station, TX 77845 College Stat on, TX 77845 SCHULTZ ENGINEERING LLC (4.0 Acre Tract) 2730 Longmire Drive, Suite A SURVEYOR: DEVELOPER: College Station, Texas 77845 Brad Kerr, R.P.L.S. No. 4502 Kerr Surveying, LLC Saddle 444Q Creek I Bentwood .., Partners, Ltd. P.O. Box 11995, College Station, Texas 77842 Drive 979 7643900 Fax: 979 7643910 ) i ) 505 Church Avenue College Station, TX 77845 College Station, TX 77841 (979)1 690-2642 (979) 268-3195 I SHEET 10 OF 10 1.261 A BLOCK4 \ <\ C:. \`\ \ \\ \ \ � \ 1.097 AC. ``��\ \\ :\ 1.409 AC. /' \\ \\ PHASE 10 953 ACRE ` 30' PIPELINE EASEMENT / 1842/337 / (LOW PRESSURE NATURAL GAS) 10' P.U.E. 59 \\ ;�/' ,� �' `\\\ Vol. 9311 < PRATE) \ `1 56 \\ 1.216 AC. \ \ 127 \\\\ P 252 /'/'�� \ DRAINAGE j ;4_1LEGEND EASEMENT \ � \ ' \ g ' / \ \ 9136 140 W 1.115 AC. ` \\ \\��\ �� / \\\\ 1.237 AC. \\\\ /� �' �. \ 9136/140 1. � CU \ `.\ / \ \ \ / /� 149 0-) BLOCK6 \``\\ \\\� c"-• \\` 1.735 AC. I N \ \/ \ / \ 30' PRIVATE \� 126 \\ \ r ' \ \ \ DRAINAGE I \ \ � 1.217 AC. 1 \ �. i � �'�' \ ,� \ EASEMENT I BLOCK 4 57148 4 148 \ \\ ��s 3o-oa48 I M 1 607 AC 1 185 AC" ' 58 L44 1.206 AC. / / Ff' ASE 5 147 \ ` \ o \ \ 1��//�� \` 16' PUE VJ PLAT BOUNDARY - - - - LOT LINE STREET RIGHT-OF-WAY LINE - - --. - - - - - - PUBLIC UTILITY EASEMENT PROPOSED PIPELINE BUFFER EXISTING EASEMENT LINE - - - - - - PUBLIC DRAINAGE EASEMENT - - PRIVATE DRAINAGE EASEMENT TEMPORARY ACCESS EAEMENT - - SETBACK LINE Q PROPERTY CORNER METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN THE JAMES LEAGUE, ABSTRACT NO. 216, BRAZOS COUNTY, TEXAS. SAID TRACT BEING A PORTION OF THE REMAINDER OF A CALLED 359.07 P DESCRIBED BY A DEED TO JOHN A. MALLEY AND JENNIFER B. TODD RECORDED IN VOLUME 7427, PAGE 198 OF THE OFFICIAL PUBLI1 BRAZOS COUNTY, TEXAS, AND A PORTION OF THE REMAINDER OF A CALLED 12.9075 ACRE TRACT AS DESCRIBED BY A DEED TO J( AND JENNIFER B. TODD RECORDED IN VOLUME 7427, PAGE 210 OF THE OFFICIAL PUBLIC RECORDS of BRAZOS COUNTY, TEXAS. SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT THE SOUTH CORNER OF SADDLE CREEK SUBDIVISION, PHASE 7A, ACCORDING TO THE PLAT RECORDED IN VOLUME 8, OF THE OFFICIAL PUBLIC RECORDS of BRAZOS COUNTY, TEXAS, MARKING THE NORTHWEST CORNER OF SAID REMAINDER OF 12.9075 THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 359.07 ACRE TRACT AND SAID REMAINDER OF 12.9075 ACRE TRACT CREEK SUBDIVISION, PHASE 7A, FOR THE FOLLOWING CALLS: N 55' 08' 24" E FOR A DISTANCE OF 61.36 FEET; N 85' 11' 11" E FOR A DISTANCE OF 84.14 FEET; N 89' 38' 23" E FOR A DISTANCE OF 104.12 FEET; N 61' 36' 09" E FOR A DISTANCE OF 133.78 FEET, N 51' 03' 04" E FOR A DISTANCE OF 97.94 FEET TO THE WEST CORNER OF SADDLE CREEK SUBDIVISION, PHASE 5, ACCORDING " RECORDED IN VOLUME 9311, PAGE 252 OF THE OFFICIAL PUBUC RECORDS OF BRAZOS COUNTY, TEXAS; THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 359.07 ACRE TRACT AND SADDLE CREEK SUBDIVISION, PHASE 5, FOR CALLS: S 49' 52' 11" E FOR A DISTANCE OF 49.46 FEET; S 57 58' 31" E FOR A DISTANCE OF 89.95 FEET, S 68' 03' 54" E FOR A DISTANCE OF 40.57 FEET; S 82' 30' 33" E FOR A DISTANCE OF 130.42 FEET; / 27795 ACRES S 86' 18' 28" E FOR A DISTANCE OF 107.59 FEET TO THE WESTERLY UNE OF VINTAGE OAKS DRIVE (70' R.O.W.); \ \ \\\ 1.05 5 AC. \\ �` \ \ \ (TYPICAL>'.i 6 1 S 08' 35' 25" W ALONG THE WESTERLY LINE OF VINTAGE OAKS DRIVE FOR A DISTANCE OF 81.42 FEET TO THE BEGINNING OF i BLOCK 6 V f 1 J311 Pg . 252 \� \ \ \ \ � �1� e CURVE HAVING A RADIUS of 215.00 FEET; 125 j I \ 146 CONTINUING ALONG THE WESTERLY UNE OF VINTAGE OAKS DRIVE AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 30' 0 I l I \ 1 149 AC:. ARC DISTANCE OF 112.67 FEET (CHORD BEARS: S 23' 36' 09" W 111.38 FEET) TO THE END OF SAID CURVE; 1 172 AC \ C1� N CU N I T i 16' P.U.E. _ c 1 Ili 74 / •,� N A. MALY 3, PAGE 26 RE TRACT AND SADDLE I I I 145 \ \` \ \ \ \ i '' 1 e w 5 S 51' 23' 07" E ACROSS VINTAGE OAKS DRIVE FOR A DISTANCE OF 70.00 FEET; 1.234 AC. �' _ p p. addOloR° �r� FUTURE S 33' 17' 53' E FOR A DISTANCE OF 483.84 FEET; I \ \ i EXISTING i!, p ®TEMPORARY MACCESS N LZ i \ DEVELOPMENT S 36' ST 58" E FOR A DISTANCE OF 308.00 FEET; � e(; SEMENi 1'?5 ' \ ! SADDLE CREEK N 4T 56' 30" E FOR A DISTANCE OF 354.12 FEET TO THE SOUTHERLY UNE OF SADDLE CREEK DRIVE (100' R.O.W.); S 47 03' 30" E ALONG THE SOUTHERLY UNE OF SADDLE CREEK DRIVE FOR A DISTANCE OF 119.17 FEET; ------------ \-- ' Qv�� ' \\ j SUBDIVISION N 42 56' 30" E ACROSS SADDLE CREEK DRIVE FOR A DISTANCE of 100.00 FEET., 0; R 0 M' l ` \ N 43' 04' 41" E FOR A DISTANCE OF 367.11 FEET TO THE EAST CORNER OF LOT 148, BLOCK 6, SADDLE CREEK SUBDIVISION,E 5; 16' P.U.E. BLOCK 7 \ THENCE: THROUGH SAID REMAINDER OF 359.07 ACRE TRACT FOR THE FOLLOWING CALLS: I ' it .116 AC. (TYPICAL) 114 \ p S 64 52' 02" E FOR A DISTANCE OF 158.54 FEET III I `1 I 1.085 AC. I ( Ili � II \ it III BLOCK 2 \ I'I 76 III 1.463 AC. 20.11 / / •C_X\\ \ 1.431 AC. 0 S 12' 49' 56" W FOR A DISTANCE OF 145.52 FEET; W \ j N r 1 S 55' 31' 19" W FOR A DISTANCE OF 296.83 FEET; BLOCK_? // /-`� �' \\ \` V V S 4r 03' 30" E FOR A DISTANCE OF 135.92 FEET, i 108 113 M\ \ s4 9�- i 1- �� i\ '� I� S 42' 56' 30". W FOR A DISTANCE OF 100.00 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A RADIUS OF 2 .t 1.060 AC. �� I i I I i \ \ \ \ 1' 173 AC. \ \� _ 315 64 0� ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90' 00' 00" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: S 87 35.36 FEET) TO THE END OF SAID CURVE; 12 `\ \ 50' SETBACK 0 S 42' 56' 30" W FOR A DISTANCE OF 112.10 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 535.00 FE 1 I PUBLIC DRAINAGE EASEMENT 77 4IMMIM/ 1.342 AC. / / 16' P.U.E. 9136/145 cb/ 10' P.U.E. (TYPICAL) 1.131 AC. �, I ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 17' 44 12 FOR AN ARC DISTANCE OF 165.62 FEET (CHORD BEARS: S 51 \\ / / / 11 O I 111 \ \ \ \ �Q\ \ 115 164.96 FEET) TO THE END OF SAID CURVE; \ / 1.046 AC . I / � I i \ \ \ � \ �\ \ t � 1.231 AC. (n ? � S 60' 40' 43" W FOR A DISTANCE OF 476.61 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A RADIUS OF 2 I( 1.046 AC:. I I 1.110 AC. \ \ \ � \ o i vN 1� �lz 20' P.U.E. 1 }� . ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90' 00' 00" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: S 15' 4 40.10' \ V / ' 1 I \ \ (TYPICAL) '�^ 35.36 FEET) TO THE END OF SAiD CURVE; 7� / �I�\ \\� �/ S 29' 19' 17" E FOR A DISTANCE OF 21.08 FEET; `! \ \ ) ('I I I I \ h \_ _ "j `y S 60' 40' 43" W FOR A DISTANCE OF 362.50 FEET TO THE COMMON LINE OF SAID REMAINDER OF 12.9075 ACRE TRACT AND I �3 \ '( I i I I \ \ ' Com\ � �,E-- -3 �+- _ , - T _ _263.36' I - � OF A RAILROAD RIGHT-OF-WAY: 7 \ \ T \ 5-7 - / THENCE: N 29' 19' 17' W ALONG THE SOUTHWEST UNE OF SAID REMAINDER OF 12.9075 ACRE TRACT, SAME BEING THE NORTHEAST \ -Sa�0 - -- 1 . I O REMAINDER OF RAILROAD RIGHT-OF-WAY, FOR A DISTANCE OF 1720.13 FEET TO THE POINT OF BEGINNING CONTAINING 30.458 AC 42 I I I I Aa 1:1 -ill I I I`� MORE OF LESS. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. \ I i l° '��' L` ' ' 268 64 3j I �t 1 J L - 6.40 I r 130.12' X58 7� i ' I I. 50' SETBACK 116 -- - ; r -1 1 s I of I h 1.220 AC. h M NOTES: 187.32 1 1 1 I 10' P.U.E. I 1 9 It 1. OWNERSHIP OF THIS TRACT IS JOHN A. MALLEY. 48644 VISTA PALAMINO, LAQUINTA, CA, 92253, AND JENNIFER TODD, 6454 LABL I 1 (TYPICAL) ( I I I c t ( 2(T . P.U.E. I N PLACE. RANCHO PALOS VERDES. CA, 90275 16' P.U.E. , EXISTING I I I I BLOCK 7 1 1 ( (TYPICAL) 1 0 0 2. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED` FROM GPS OBSERVATION. CID 20' P.I.I.E. (TYPICAL) �' f V CJ �� I"I TEMPORARY I I ( I ( i i 118 I - - - - _ s3QQ.0. -- -- - -- -� (n �" 3. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E\M.A. FLOOD INSURANCE RATE MAPS F (TYPICAL) BLOCK 2 I I (9136/133) I I 4 I I 1 (',r, 1.527 AC. I r _ _ - - - - _ _ _ 0 BRAZOS COUNTY AND INCORPORATED AREAS, MAP NO. 480410200-C AND NO. 48041C215 -C, EFFECTIVE DATE: JULY 2, 1992. 119 S29' 19' 17-''E / \ 78 � �•_ OI I O 4. 1/2" IRON RODS AT ALL LOT CORNERS AND ANGLE POINTS, AS REQUIRED BY THE SUBDIVISION REGULATIONS OF THE CITY OF C SSE 7A ��/ / \`, �s o j 121 I 11 120 00 1.278 AC. �I I I1 (TYPi�i) I I I STATION. /� / / \ ZI• 1.457AC. I - a1 I h I 1N O 1 I 1 5. CURVE LENGTHS SHOWN ARE ARC LENGTHS. '' .770 ACRES �,.� / \� �,. 1 1 1.050 AC. , N 1.079 AC. z) I I I i 0 r 6. THE STREETS AND DRAINAGE SYSTEM WILL BE DESIGNED TO BRAZOS COUNTY STANDARDS AND BCS DESIGN GUIDELINES. -,Vol.8758 Pg. - � � 1\,\.� . , , PUBLIC i o� "' N ,i � I I � I I I I � I'� 117 16' P.U.E. I ' g 79 ,O�\ DRAINAGE I C"' O -I 1 1 I ( I I 1 d�� I (0 1.214 AC. (TYPICAL) 1� 100 50 100 7. DRAINAGE OF THE LOTS WILL FOLLOW NATURAL DRAINAGE PATTERNS. BORROW DITCHES WILL CONVEY RUNOFF TO CULVERT STRUC / 1 489 AC EASEMENT � 1 ( I I I I Jr- I I TO NATURAL DRAINAGES. THE EXISTING DRAINAGE WAYS SHALL BE PRESERVED IN THEIR CONDITION AND THE NATURAL FLOW OF 82 3.151 AC. MIN. FF = 266.5 J 0.178 ACRE PRIVATE DRAINAGE / EASEMENT (WIDTH VARIES) A•. 0.509 AGRE V PRI TE D INAGE E SEMENT \ fIDTH VARIES) \IV- \\ M- - \ \ I 16 P.U.E. I SCALE IN FEET THE EXISTING DRAINAGE WAYS SHALL NOT BE OBSTRUCTED. MIN. FF = 266.5 \ \ \ \- ( i (, I I I I i I (TYI'i) (�n 1 I ( 8. LOTS ARE TO BE SEWERED BY INDIVIDUAL ON-SITE SEWAGE FACILITIES (OSSFs) WHICH MUST COMPLY WiTH ALL COUNTY & STATE I REGULATIONS. ALL SSF s4 )sem 1 o III I 1 i I 1 J L19 �� DEPARTMENT. OTO THE SIGNS ENSURES SECTION 21 084�OFTHE THE COUNTY TEXAS WATER ODEO BSITHE TE SEWAGE FACILITIES DISPOSAL (I i--------� �----- -I ----- -� "AUTHORIZATIONUCTION MUST HAVE AN ---- /„o'h -a ,..� C 141.00 166.00' 188.OZ 208.03 275.O3T t`�j SHALL NOT ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. 0.164 ACRE �' �''' 7 N29° 19' 17' - 978.09' G Q PRIVATE /a Ranch G6 � 9. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED / DRAINAGE CD Ranch House Road a CONSTRUCTED TO CiTY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS AND WILL BE LOCATED IN THE 16' UTILITY EASEMENT EASEMENT ( U THE FRONT of THE RESIDENTIAL LOTS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIR House n PROTECTION REQUIREMENTS. A FIRE FLOW TEST WILL NEED TO BE PERFORMED AND SUBMITTED UPON COMPLETION OF THE LINE C (WIDTH VARIES) �, , 70 R.O.W. - 24 PVMT. C "� �n4� / � C't N29° 19' 17" - 296.29' c9 �,�0 � N290 19' 17"W - 827.6-71 Q VERIFY THE CONSTRUCTED SYSTEM MEETS THE BCS MINIMUM DESIGN GUIDELINE REQUIREMENTS.- + 6 - - 15129' - -144..� _ _ _ •QQ' _ _ 17�3� _ _ _ 17�Z,,,4 - - _ - 170.OQ� - - _ _ ME - - '0 10. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED PER CITY STANDARDS. i_ N 11. ALL TREES AND BRUSH SHALL BE REMOVED FROM THE ROADWAY RIGHTS-OF-WAY, RIGHTS-OF-WAY DEDICATION AREAS AND PUB 45 5�'' i i \ 1888' I 20' P.U.E. ' I I I I I I I 16' P.U.E. I UTILITY EASEMENTS. 16' P.U.E. (TYPICAL) I 1 1 20' P.U.E. L34 PUBLIC YICAL} I 16' P.U.E (TYPICAL) (TYPICAL)M 12. EXISTING UTILITIES LOCATED IN RIGHTS-OF-WAY DEDICATION AREAS WILL BE RELOCATED INTO THE ADJACENT PUBLIC UTILITY EASEMI 2.630 AC. I DRAINAGE I I o Q a� � BLOCK $ 11 I 1 �'I�•) THE DEVELOPER'S EXPENSE. EASEMENT 13. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE ELECTRIC DISTRIBUTION LINES -1.355 ACRE \ = 266.5 I I ( ( BLOCK 2 1.LO _ 1 L, I I �,� I �, I WI ( ( / BE LOCATED IN THE 16' UTILITY EASEMENT AT THE FRONT OF THE LOTS AND IN THE SIDE LOT EASEMENTS. ELECTRICAL DI5TRIBUTI PRIVATE MIN30' PRIVATE a I I ~ N I = I t I LINES MAY ALSO BE LOCATED iN THE 20' P.U.E. ALONG THE PERIMETER OF THE SUBDIVISION. ADDITIONAL EASEMENTS WILL BE PR( EDRAINAGE ASEMENT \ J) I 1 1 1- ION I N �,�) 1 I� I �� 101 I i� ¢ , I� BLOCK 8 co AS REQUIRED BY BTU. DRAINAGE i7 I 102 01 (WIDTH VARIES) `wp EASEMENT h 81A I �rn 816 I N LU N) 99 i h 100 01 I h 1.184 AC. �1 11� 1.142 AC.oI I N 103 N 14. THERE SHALL 8E A 5' WIDE EASEMENT FOR ANCHORS AND GUY WIRES NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LINES. ',56 di ' i (0) cmq EASEMENTS WILL EXTEND 20' BEYOND ANY UTILITY EASEMENT. O1 I iN 1.137 AC. 1 1N 1.135 AC. I 1.071 AC. �I I IN 1.184 AC. 001 1 IN �1 I (N 11N 1.142 AC. N1 d- 15. ALL INTERIOR LOT LINES SHALL HAVE A 20' PUBLIC UTILITY EASEMENT CENTERED ON THE LOT UNE. ALL REAR LOT LINES THAT AO 30' PRIVATE I 1 I O p 1 I ( 1 ANOTHER LOT WILL HAVE A 10' UTILITY EASEMENT ALONG THE COMMON LOT UNE; EXCEPT WHERE REAR LOT LINES FOLLOW EXISTIT \ DRAINAGE I I 30' PRIVATE ( 1 d �' 0� I �9 1 1 I I I O DRAINAGE WAYS. EASEMEN10 T \ _ �( DRAINAGE I PUBLICASEMET I 1 16. ALL UTILITY LINES PLACED UNDER THE STREET PAVEMENT WILL BE ENCASED BY A MATERIAL APPROVED BY THE B RAZOS COUNiY jro DRAINAGE C0 PUBLIC 10' P.U.E. ENGINEER.L37 IIET DRAINAGEEEMEASEMENT 20' P.E oO L9 -TERRITORIAL JURISDICTION (ECJ) OF THE CiTY OF COLLEGE STATION. � 1 I( 17. THE SUBJECT TRACT UES WITHIN THE EXTRA (TYPICAL) it M r•) N 22.75 _ _ _ _ _ _ _ _ - _ _- _ _ _ _ --_ _ _ �8 �- _ _ _ _ _ J - - - - - - _ J L - - - _ - - - J L - _ - - - - - L - - - - _ 18. BLANKET EASEMENTS TO CITY OF BRYAN, 98/277, AND TO WELLBORN WATER SUPPLY CORPORATION, 303/385 BOTH APPLY TO Ti 458.46' N 169.50' . N 169.50' 70.00' 160.00' 176.34' 176.33' 170.00' 170.00' TRACT. FEET; 30" W 36" W FEET; 43' W AT N16' 34 S 212.33' �5 &EARS' O �� ! N F 19. BUILDING SETBACK ARE 25' ADJACENT TO ALL STREETS ACCORDING TO BRAZOS COUNTY SUBDIVISION AND DEVELOPMENT REGULAT10 ADDITIONAL BUILDING SETBACKS MAY BE REQUIRED BY DEED RESTRICTIONS OR THIS PLAT. S. 56"(x,_ N29 19 17 W - 1720.1 3 UNION PACIFIC RAILROAD COMPANY L2 15955.77+ N85' 11' 20. VARIANCES TO THE SUBDIVISION ORDINANCE FOR SECTION 12-1 BLOCK LENGTH, AND SECTION 13.C, LOT WIDTH, WERE APPROVE BY 104.12' N89' 38' THE PLANNING & ZONING COMMISSION ON OCTOBER 5, 2006. L4 133.78' Nii N/F BROWN, VIRGINIA RUTH N/F MOORE, LOUIS C N/F N/F THOMAS, DARLTON & TYREE THOMAS, JAMES 21. BRAZOS COUNTY WILL BE RESPONSIBLE FOR MAINTAINING PUBLIC DRAINAGE EASEMENTS. THE HOME OWNERS' ASSOCIATION (HOA) W 97.94' N/F J C STUTEVILLE LEAGUE - A021600 J C STUTEVILLE LEAGUE - A021600 J C STUTEVILLE LEAGUE - A021600 2.77 ACRES NOT PLATTED J C STUTEVILLE LEAGUE - A021600 J C STUTEVILLE LEAGUE - A021600 MAINTAIN THE PRIVATE DRAINAGE EASEMENTS. 24.0 ACRES NOT PLATTED 24.0 ACRES NOT PLATTED L6 PRATT, J HEAL & MARJORIE 111.65 ACRES NOT PLATTED 31.99 ACRES NOT PLATTED 52' 22. RESIDENTIAL STRUCTURES SHALL NOT BE BUILT ON OR NEAR GAS PIPELINES. A MINIMUM SEPARATION DISTANCE OF 15 FEET FROM 17HE 89.95' STATE OF TEXAS APPROVAL OF PLANNING AND ZONING COMMISSION PIPELINE TO THE RESIDENTIAL STRUCTURE SHALL BE MAINTAINED. CERTIFICATE OF CITY ENGINEER L8 CERTIFICATE OF OWNERSHIP AND DEDICATION COUNTY OF BRAZOS CERTIFICATE OF THE COUNTY CLERK I, ,Chairman of the Planning and Zoning Commission of the City I, City Engineer of the City of College Station, Texas, hereby 54"E STATE OF TEXAS Before me, the undersigned authority, on this day personally appeared Jennifer B. Todd known of College Station, Texas, hereby certify that the attached plat was duly approved by the certify that this Subdivision conforms to the requirements of the Subdivision Regulations of STATE OF TEXAS 30' COUNTY OF BRAZOS to me to be the person whose name is subscribed to the foregoing instrument, and Commission on the day of 20_. the City of College Station, Texas. COUNTY OF BRAZOS 18' 28"E acknowledged to me that he executed the same for the purpose and consideration therein 81.42' S08' 35' I, Jennifer B. Todd, and John A. Malley, Owners of the 30.458 acre tract (Phase 7B) being a stated. 70.00' I, County Clerk, in and for said county, do hereby certii ththis portion of the reaminder of a called 359.07 acre tract conveyed by the deed in Volume Given under my hand and seal on this day of 20.. Chairman plat together with its certificates of authentication was filed for record in my I o City Engineer da of 20; th D d R d f B C -+ ice 'r. 7427, Page 198, of the Official Records of Brazos County, and a portion of the remainder of a called 12.9075 acre tract conveyed by the deed in Volume 7427, Page 210, of the Official Records of Brazos County, and designated herein as Saddle Creek Subdivision, Phase 78, in Brazos County, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, infrastructure, easements and public places thereon shown for the purpose and consideration therein expressed. Jennifer B. Todd, Owner John A. Malley, Owner J _, m e ee ecor s o razos ou ATTEST. in Volume Page WITNESS my hand and official Seal, at my office in Bryan, Texas. Notary Public, Brazos County, Texas Printed Name: My Commission Expires: STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared John A. Malley known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the some for the purpose and consideration therein stated. Given under my hand and seal on this day of , 20 Printed Name: My Commission Expires: Notary Public, Brazos County, Texas Secretary CERTIFICATE OF COUNTY JUDGE This subdivision was duly approved by the Commissioners Courty of Brazos County, Texas, as the Final Plat of such subdivision of the day of 20_. Signed this day of , 20.._• County Judge, Brazos County CERTIFICATE OF SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS I, Brad Kerr, Registered Professional Land Surveyor No. 4502, in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that the property markers and monuments were placed under my supervision on the ground. Brad Kerr, R.P.LS. No. 4502 County Clerk Brazos County, Texas Curve Table Line Table Length Radius Line # Length Direction L1 61.36' N55' 08' 24"E L2 84.14' N85' 11' 11 "E L3 104.12' N89' 38' 23"E L4 133.78' Nii 36' 09"E L5 97.94' N51' 03' 04"E L6 49.46' S49' 52' 11 "E L7 89.95' S57' 58' 31 "E L8 40.57' S68' 03' 54"E L9 130.42' S82' 30' 33"E L10 107.59' S86' 18' 28"E L11 81.42' S08' 35' 25"W L12 70.00' S51' 23' 07"E L13 119.17' S47' 03' 30" E L14 158.54' S64' 52' 02"E L15 145.52' S12' 49' 51 L16 135.92' S47' 03' 30"E L17 100.00' S42' 56' 30"W L18 112.10' S42' 56' 30"W L19 21.08' S29' 19' 17"E 120 137.65' N60' 40' 43"E L21 132.42' N60' 40' 43"E 122 112.10' S42' 56' 30'W 123 176.09' S47' 03' 30"E 124 160.16' N47' 03' 30"W Curve Table Line Table Length Radius Line # Length Direction L26 23.53' NOT 27' 41 "E L27 35.00' N60' 40' 43"E L28 23.53' N61' 06' 16"W L29 23.35' S01' 44' 12"W L30 35.00' N60' 40' 43"E L31 23.35' S60' 22' 47"E L32 30.45' N85' 20' 37"E L33 35.00' N29' 19' 17"W L34 3.99' N60' 40' 43"E L35 184.83' N60' 40' 43"E L36 35.36' S74' 19' 17"E L37 157.33' S29' 19' 17"E L38 212.94' S38' 47' 57"W L39 96.42' SO2' 49' 39"E L40 25.00' S69 40' 43"W L41 46.97' S49' 22' 52"E L42 21.40' SW 35' 25"W L43 26.24' S41 04' 31 L44 76.34' S31' 35' 29"E L45 118.35' S01' 39' 52"W L46 45.35' N43' 04' 41 "E L47 143.40' S01' 39' 52"W L48 65.87' S31' 35' 29"E Curve Table Curve # Length Radius Delta TANGENT CHORD CHORD BEARING C1 112.67' 215.00' 030'01'28" 57.66' 111.38' S23'36'09"W C2 39.27' 25.00' 090'01 25.00' 35.36' S8756'30"W C3 165.62' 535.00' 017-44'12" 83.48' 164.96' S51'48'36"W C4 39.27' 25.00' 090'00'00" 25.00' 35.36' S15-41 C5 82.79' 215.00' 022'1 41.92' 82.28' N49'38'48"E C6 61.03' 25.00' 139'52'51" 68.47' 46.97' S49'22'52"E C7 287.96' 60.00' 274'58'48" 55.00' 81.09' N63'04'10"E C8 19.68' 25.00' 045'05'57" 10.38' 19.17' N51'52'1 VW C9 39.27' 25.00' 09900'00" 25.00' 35.36' N15*41 C10 39.27' 25.00' 090°00'00" 25.00' 35.36' 1\174' 19'1 7'V C11 39.27' 25.00' 090'00'00" 25.00' 35.36' 502'03'30"E C12 143.95' 465.00' 017'44'12" 72.55' 143.37' S51'48'36'W C13 39.27' 25.00' 090'00'00" 25.00' 35.36' N74'19'17"W C14 39.-27' 25.00' 090'00'00" -25.01 35.36'- N15;40'4 -3E - C15 109.75' 285.00' 022'03'49" 55.56' 109.07' N49'38'48"E VICINITY MAP DUCK TION \\X )T TO SCALE FINAL PLAT SADDLE CREEK SUBDIVISION PHASE M 30.458 ACRES 19 LOTS BLOCK 2, LOTS 78-81 A, 81B BLOCK 6, LOTS 149 BLOCK 7, LOTS 114-121 BLOCK 8, LOTS 99-103 JAMES C. STUTEVILLE LEAGUE, A-216 COLLEGE STATION, BRAZOS COUNTY, TEXAS 1"=100' FEBRUARY 2011 Rev. MARCH 2011 HERS: in A. Malley ,4 Vista Palomino lul into, CA 92253 ini' for B. Todd 54'' LaBianc Place nc io Palos Verdes, CA 90275 E ELOPER: dd a Creek Partners, Ltd. 40Bentwood Drive Ile a Station, TX 77845 F9) 690-2642 ENGINEER: SCHULTZ ENGINEERING LLC 2730 Longmire Drive, Suite A College Station, Texas 77845 P.O. Box 11995, College Station, Texas 77842 (979) 764-3900 Fax: (979) 764-3910 SURVEYOR: Brad Kerr, R.P.L.S. No. 4502 Kerr Surveying, LLC 505 Church Avenue College Station, TX 77841 (979) 268-3195 <30' \ 30' PIPELINE EASEMENT / \ BLOCK 4 / /\ \ 1.261 AC • \ 337 (LOW/PRESSURE NATURAL GAS) 55 \\ \ \\\ 60 \ \ / 1.097 AC. \:\ \�; \1.409 AC. PHASE \\ �•// \ s / / / 10,953 ACRES\ 10' P.U.E. \ 59 \\ :�,/' �\\\\ Vol. 9311\� <' (TVATE) \1 - LEGEND \ \ \ \ DRAINAGE 56 \ �\ \ 1.216 AC. , � i � \ \ \ 127 \ \ Pg . 252 / / / � \ \ EASEMENT I \\\\ /-// \ 9136/140 1.115 AC. \ \\\ / / - \\\ 1.237 AC. BLOCK 6 C4 149 I 61 \ 1.735 AC.BLOCK 6 I N \ \ _ �/ 30' PRIVATE 126 \ /ice i - i \\` \ , \ \\ EASE \XMENT I 1.217 AC. BLOCK 4 57BLOCK 4 / /�� ' �' \ ��\\ \\ \ 14$ \\ \kgs \ L48 i co \ `� ', \ \ 1 1 R5 AC \ 30.04 7 AC PLAT BOUNDARY - - - - LOT LINE STREET RIGHT-OF-WAY LINE - - - - - - - - - PUBLIC UTILITY EASEMENT PROPOSED PIPELINE BUFFER - - EXISTING EASEMENT LINE - - - - - - PUBLIC DRAINAGE EASEMENT PRIVATE DRAINAGE EASEMENT TEMPORARY ACCESS EAEMENT SETBACK LINE QQ PROPERTY CORNER 1.60 • 5$ / / \ \ \\\ \ p\ \ L44 0 1.206 AC. / i ' \ \\\ \ ` \ 147 \ , \\ ° \ \LO ASE 5 \ c� ------ / V / /� \ \\ \ \`\ �' \ 16' P.U.E. 274795 ACRES \�\ \ \ 1.055 AC. \ \ \ \ (TYPICAL] BUCK 6 \� / 125 Vc�4/�J311 Pg. 252 \ ` \ 146 1.172 AC. ,� 1.149 AC. a / / 145 N `- ` �/ 1.234 AC. \ \ \'\` -'� EXISTING FUTURE 1 I \\ \ \ TEMPORARY n o Z EASEMENT C `- co DEVELOPMENT 6' P.U.E. _ o \`,\\ ,, � 9136/1W) 13 ,-' \ �j SADDLE CREEK �� ---- `-- v P�M�' \\ SUBDIVISION III � MNIR o w• `,- \ I I 74/ \ 16' P.U.E. BLOCK 7 \ 6 I' 11.116 AC. 75\' \ (TYPICAL) 114 \ \fo III 1.085 AC. �\ 1 \ 1.431 AC. , M \ ` \�)\ _J N I 1 I J I BLOCK 7 / �` ` �'�'' \ \\ \� 11"�- v V 10$ 113 CO\ \ 50 -02' 1.060 AC. /� I I \ \ \ \ \ \ 1.173 AC. 3�5 s4 I OCD III / // / ' \ 1 12 \ \ (� 50' SETBACK I T BLOCK 2 \ \ / � I I \ \ \ \ � \ \ \ 76 \ // 109 �� 110 iif 111 \`\ 1.131 AC. 115 11.0 Pueuc \ 1.046 AC. ' \ \ \\ \ \ \� \ 1.231 AC.� I I 1.463 AC. / ; �/ \ DRAINAGE \ / / I 1.046 AC. I ► 1.110 AC. \ \ \ O \� IT I \ / EASEMENT / / I \ \ 1 -- METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEiNG SITUATED IN THE JAMES ONG STUTEVI LEAGUE, ABSTRACT NO. 216, BRAZOS COUNTY, TEXAS. SAID TRACT BEING A PORTION OF THE REMAINDER OF A CALLED 359.07' RE TRACT DESCRIBED BY A DEED TO JOHN A. MALLEY AND JENNIFER B. TODD RECORDED IN VOLUME 7427, PAGE 198 OF THE OFFICIAL PUBU RECORDS BRAZOS COUNTY, TEXAS, AND A PORTION OF THE REMAINDER OF A CALLED 12.9075 ACRE TRACT AS DESCRIBED BY A DEED TO JC IN A. MAL AND JENNIFER B. TODD RECORDED IN VOLUME 7427, PAGE 210 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. N55' SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: 24"E BEGINNING AT THE SOUTH CORNER OF SADDLE CREEK SUBDIVISION, PHASE 7A, ACCORDING TO THE PLAT RECORDED IN VOLUME 8 8, PAGE OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, MARKING THE NORTHWEST CORNER OF SAID REMAINDER OF 12.9075 RE TRACT THENCE ALONG THE COMMON LINE OF SAID REMAINDER OF 359.07 ACRE TRACT AND SAID REMAINDER OF 12.9075 ACRE TRACT AND SAD CREEK SUBDIVISION, PHASE 7A, FOR THE FOLLOWING CALLS: N89' N 55' 08' 24" E FOR A DISTANCE OF 61.36 FEET; 23"E N 85' 11' 11" E FOR A DISTANCE OF 84.14 FEET; 133.78' N 89' 38' 23" E FOR A DISTANCE OF 104.12 FEET; 36' N 61' 36' 09" E FOR A DISTANCE OF 133.78 FEET; L5 N 51' 03' 04" E FOR A DISTANCE OF 97.94 FEET TO THE WEST CORNER OF SADDLE CREEK SUBDIVISION, PHASE 5, ACCORDING I THE PLA RECORDED IN VOLUME 9311, PAGE 252 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; I 04"E THENCE ALONG THE COMMON LINE OF SAID REMAINDER OF 359.07 ACRE TRACT AND SADDI CREEK SUBDIVISION. PHASE 5, FO 1 Ili FOLLOW CALLS: 52' S 49' 52' 11" E FOR A DISTANCE OF 49.46 FEET; L7 S 5T 58' 31" E FOR A DISTANCE OF 89.95 FEET; S57' S 68' 03' 54" E FOR A DISTANCE OF 40.57 FEET; 31 "E S 82' 30' 33" E FOR A DISTANCE OF 130.42 FEET; 40.57' S 86' 18' 28" E FOR A DISTANCE OF 107.59 FEET TO THE WESTERLY LINE OF VINTAGE OAKS DRIVE (70' R.O.W.); 03' S OS' 35' 25" W ALONG THE WESTERLY LINE OF VINTAGE OAKS DRIVE FOR A DISTANCE OF 81.42 FEET TO THE BEGINNING OF CLOCKWIS CURVE HAVING A RADIUS OF 215.00 FEET; S82' CONTINUING ALONG THE WESTERLY LINE OF VINTAGE OAKS DRIVE AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 30' 0 ' 8" FOR A ARC DISTANCE OF 112.67 FEET (CHORD BEARS: S 23' 36' 09" W - 111.38 FEET) TO THE END OF SAID CURVE; 107.59' S 51' 23' 07" E ACROSS VINTAGE OAKS DRIVE FOR A DISTANCE OF 70.00 FEET; 18' S 33' 17' 53" E FOR A DISTANCE OF 483.84 FEET; L11 S 36' 57' 58" E FOR A DISTANCE OF 308.00 FEET; S08' N 42' 56' 30" E FOR A DISTANCE OF 354.12 FEET To THE SOUTHERLY LINE OF SADDLE CREEK DRIVE (100' R.O.W.); 25"W S 4T 03' 30" E ALONG THE SOUTHERLY LINE OF SADDLE CREEK DRIVE FOR A DISTANCE OF 119.17 FEET; 70.00' N 42' 56' 30" E ACROSS SADDLE CREEK DRIVE FOR A DISTANCE OF 100.00 FEET; 23' N 43' 04' 41" E FOR A DISTANCE OF 367.11 FEET TO THE EAST CORNER OF LOT 148, BLOCK 6, SADDLE CREEK SUBDIVISION, F Hj 3E 5;' THENCE: THROUGH SAID REMAINDER OF 359.07 ACRE TRACT FOR THE FOLLOWING CALLS: S47 S 64 52' 02" E FOR A DISTANCE OF 158.54 FEET; 30"E S 12' 49' 56" W FOR A DISTANCE OF 145.52 FEET; 158.54' S 55 31' 19" W FOR A DISTANCE OF 296.83 FEET; 52' S 47' 03' 30" E FOR A DISTANCE OF 135.92 FEET; L15 S 42' 56' 30" W FOR A DISTANCE OF 100.00 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A RADIUS OF 25. FEET; ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90' 00' 00" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: S 87* 5 30" W 35.36 FEET) TO THE END OF SAID CURVE; 135.92' S 42' 56' 30' W FOR A DISTANCE OF 112.10 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 535.00 FEET 03' ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1T 44' 12" FOR AN ARC DISTANCE OF 165.62 FEET (CHORD BEARS: S 51! 36" W 164.96 FEET) TO THE END OF SAID CURVE; S42' S 60' 40' 43" W FOR A DISTANCE OF 476.61 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A RADIUS OF 2 5A FEET; L18 112.10' 20 P.U.E. ( . - AL D CURVE THROUGH A CENTRAL ANGLE OF 90 00 00 FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: S 15 431 w 40.10' \ V / / ' I i \ \ \ \ /J� \ \ TYPICAL) rte^ 35.36 FEET) TO THE END OF SAID CURVE; 20.07' \ \ \ \ (/� „, S 29' 19' 17" E FOR A DISTANCE OF 21.08 FEET; t _ _ /,� 7 \ \ ,{ i I I \ \ \ \ \ \ y \ \� 3� �% �$-E ""I "� (0 S 60' 40' 43" W FOR A DISTANCE OF 362.50 FEET TO THE COMMON LINE OF SAID REMAINDER OF 12.9075 ACRE TRACT AND REMAINDE / i i \ Q Q� , OF A RAILROAD RIGHT -OF --WAY; X4\3\ \ \\ ° c 5_- 3�`�' - - 263.36 I t- , 7 - - ,�- Cfl d' THENCE: N 29' 19' 17" W ALONG THE SOUTHWEST LINE OF SAID REMAINDER OF 12.9075 ACRE TRACT, SAME BEING THE NORTH UNE OF . / / L42 \ ( f f � - -i yy.36 REMAINDER OF I 1 MORE OF LESS. BEARING RIGHT-OF-WAY, SHOWN HEREIN SFOR A NTBAS D ON GRID NORTH AS ESTABLISHED FROM GPSANCE OF 1720.13 FEET TO THE POINT OF NING OBSERVATIONING 30.458 ES OF LF / 77 // / \ \ ° 17. 535 t= 48_3_.8_4_---- _---z6a-64: 31 I 1 L / 1.342 AC. / / 16' P.U.E. �� - - J L S33_ _ _ -- -; I I 50' SETBACK 116 IN 9136/145 . �l�Z„ 166.40' r' 117.65 \ \ \ 12.47' BLOCK 7 0 aj/187. ( \\ , 23'. 118 I Ir 1.220 AC. �°' � co NOTES: 10' P.U.E. ( I 1 10' P.U.E. 1 I I� p � 1. OWNERSHIP OF THIS TRACT IS JOHN A MALLEY, 48644 VISTA PALAMINO, LAQUINTA, CA, 92253, AND JENNIFER TODD, 6454 LABLI �I�) , EXISTING ( I I (TYPICAL) I 1 1 2 \ 1.663 AC. f/�� I I (TYPICAL) I d _ PLACE, RANCHO PALOS VERDES, CA, 90275 16 P.U.E. \ td') V TEMPORARY ( I ( I \ I I O C� 2. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM. GPS OBSERVATION. 20' P.U.E. (TYPICAL) , i ACCESS ( \ 44' PIPELINE L_ - _ - - - _300 0 - _ - _ EASEMENT I BUFFER I - - 3. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.MA. FLOOD INSURANCE RATE MAPS FI (TYPICAL) BLOCK 2 I I (9136/133) ( , `\ I ,- -. - - - - -F - - - ° " ICAL ( BRAZOS COUNTY AND INCORPORATED AREAS, MAP NO. 48041C20D-C AND NO. 480410215-C, EFFECTIVE DATE: JULY 2, 1992. ) d i� ( 0 119_ - \ \ -- _20-0-M.E. - 829 T_9'_17 E �/ c"� 1 Ld 1 I ( O 4 STATION. N RODS AT ALL LOT CORNERS AND ANGLE POINTS, AS REQUIRED BY THE SUBDIVISION REGULATIONS OF THE Crit OF C / AS E 7A \ . �s 7$ I o 121 120 , 1.142 AC. ` V (TYPICAL) / / - \ z1• 1.457.00. I 1� IN I I 5. CURVE LENGTHS SHOWN ARE ARC LENGTHS. .770 ACRES �.� -'>> I I 1.050 AC. d IN 1.079 AC. d i I \\\ '. F�, I 117 f,. i�' c0 r 6. THE STREETS AND DRAINAGE SYSTEM WILL BE DESIGNED TO BRAZOS COUNTY STANDARDS AND BCS DESIGN GUIDELINES. / Y/ Q Q ((�� O r fO�, 1 16' P.U.E. V OI. 8758 Pg. 1 ZV 79 R7� PUBLIC ( N� N I i I 1 �\ ` \ I I(0 (tYPICAI) (to 100 550 0 100 7. DRAINAGE OF THE LOTS WILL FOLLOW NATURAL DRAINAGE PATTERNS. BORROW DITCHES WILL CONVEY RUNOFF TO CULVERT STRUC �/ �7 1489 AC O� \ ' EASEMENT 1 -1 I O -' I ( I I \ I� 1.214 AC. TO NATURAL DRAINAGES. THE EXISTING DRAINAGE WAYS SHALL BE PRESERVED IN THEIR CONDITION AND THE NATURAL FLOW OF 1 I i N\ \ 16' PUE I I SCALE TN FEET THE EXISTING DRAINAGE WAYS SHALL NOT BE OBSTRUCTED. 82 3.151 AC. MIN. FF = 266.5 J ii 0.178 ACRE / PRIVATE DRAINAGE / EASEMENT (WiIDTH VARIES) (y, 0.509 ARE V PRI ATE D7AGE EASEMENT \ J DTH VARIES) ST � Nig 4.5 4 BARS S 3 6'Wy 15955.77' ♦\ I I' ( I I O� I MIN. FF = 266.5 \ \ I IV I \ \ (TYPICAL) OI , \ 64, 7 ( rA ( ( I I ( I i \ \ \ - - - L ` - - - - - - - - - L 1 `� 8 REGULATIONS. LOTS ARE TO BALL OSSF CONSTRUC ON MUSTBY INDIVIDUAL S VE AN "AUTHORIZATION TOs) WHICH MUST COMPLY WITH ALL CONSTRUCT" PERMIT ISSUED BY THEOUNTY & STATE BRAZOS COON OUNTY > s'\ SHAD_ NOT ENCROACH THE 000 FIOOT OR THE 150NFOOT 21.084 ANITARY ZONE OF A PRIVATEWATER E. ON-StTE OR PUBLIC WELL, ERESPECTIES IVVELY.SPOSAL d �, 141.00 J 166.00 L 220.70 \ 175.35 275.03r �� w HCOUNTY, PURSUANT TO THE EALTH DEPARTMENT. THIS PERMIT ENSURES COMPLIANCE 84 OF THE THE TEXAS ORDER ADOPTED BY THE COMMISSIONERS COURT AL 7`1`TI 0.164 ACRE 4.6 ' �' 7Q N29° 19' 1", - 8.09' �' j7 Ranch G � 9. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED PRIVATE O CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS AND WILL BE LOCATED IN THE 16' UTILITY EASEME Ranch Mouse Road 0 _ DRAINAGE ( 0 O THE FRONT OF THE RESIDENTIAL LOTS. THESE WATERUNES WILL PROVIDE THE REQUIRED FLOW To FIRE HYDRANTS TO MEET FIR'". (WIDTH EASEVARIES) ENTU House 70' R.O.W. - 24' PVMT. r PROTECTION REQUIREMENTS. A FIRE FLOW TEST WILL NEED TO BE PERFORMED AND SUBMITTED UPON COMPLETION OF THE UNE �� q�' Ct. N290 19' 17" - 296.29' C9 ,�� N290 19' 17"W - 827.67' � VERIFY THE CONSTRUCTED SYSTEM MEETS THE BCS MINIMUM DESIGN GUIDELINE REQUIREMENTS. N _ - 15i�9' - _ 44 5Q _ - G _ _ - - - 2.29_4 ' - - - _ _ L70-010, - - r_ - �Q-OO' /__ �: 10. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED PER CITY STANDARDS. t F13� O0 - r- 12 .1$ - r , I (V 11. ALL TREES AND BRUSH SHALL BE REMOVED FROM THE ROADWAY RIGHTS-OF-WAY, RIGHTS-OF-WAY DEDICATION AREAS AND PUB 16' P.U.E. I I I TYPICAL) I I' \ \\ , (�' BUFFERELINE I I ( 20' P.U.E. I I I 16' P.U.E. ( � UTILITY EASEMENTS. - , ( 2 16' P.I.I.E. M 80 L34 ( PUBLIC (rn',�-) I I I • � � I I I ( \ (TYPICAL) I I I (TYPICAL) ( I I I 12. EXISTING UTILITIES LOCATED IN RIGHTS-OF-WAY DEDICATION AREAS WILL BE RELOCATED INTO THE ADJACENT PUBLIC UTILITY EASE BLOCK 8 I THE DEVELOPER'S EXPENSE. I I EASEMENT I I O Q O I I I i ZZ 1� \\ ( I ( ( 13. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE ELECTRIC DISTRIBUTION LIN 2.631 AC. I BE LOCATED IN THE 16' UTILITY EASEMENT AT THE FRONT OF THE LOTS AND IN THE SIDE LOT EASEMENTS. ELECTRICAL DISTRIBI. 1.355 ACRE \ MIN. FF = 266.5 BLOCK 2 I. `s' Q-* ,.. _ ( ,, 1 �, \ I !� PRIVATE I i`'• 00 x 1 � \ \ I I { LINES MAY ALSO BE LOCATED IN THE 20' P.U.E. ALONG THE PERIMETER OF THE SUBDIVISION. ADDITIONAL EASEMENTS WILL BE P DRAINAGE 30' PRIVATE !'i I H I (" �p (O Vj N va 00 r1) I (_ \ 101 1 1_ 102 1 1_ BLOCK 8 1 M AS REQUIRED BY BTU. DRAINAGEEASEMENT \� EASEMENT 3I I i O I d N 1 N �I d O \\ \ O O O) d' (WIDTH VARIES) W� I�' 81A of IL 81B 1 N - C - N1 o I I`r' 100 \ 1.206 AC. O Iii 1.142 AC. i (L 14. THERE SHALL BE A 5' WIDE EASEMENT FOR ANCHORS AND GUY WIRES NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LINES. \ IaD 1° 135 AC. ( Zo o �' I 99 10) ` \ \ �I ( 10 ( IN 103 C0 EASEMENTS WILL EXTEND 20' BEYOND ANY UTILITY EASEMENT. N 1.137 AC. . I N 1 • ch , 1.162 AC. \ O I 1 C] 1 I 1.142 AC. 1 15. ALL INTERIOR LOT LINES SHAH HAVE A 20' PUBLIC UTILITY EASEMENT CENTERED ON THE LOT LINE. ALL REAR LOT LINES THAT of , ( I I d ( 1.071 AC. I .� \ \ I , ANOTHER LOT WILL HAVE A 10' UTILITY EASEMENT ALONG THE COMMON LOT LINE, EXCEPT WHERE REAR LOT LINES FOLLOW EXI 30' PRIVATE I I O - O I v7 \ DRAINAGE ( 1 30' PRIVATE � 1 1 d r I I PIPELINE \ \ I ( I O DRAINAGE WAYS. EASEMENT I I EASEMENT I ( DRAINAGE PUBLIC I °o /�1'� °O 1 1 l 1 WIDTH 16. ALL UTILITY LINES PLACED UNDER THE STREET PAVEMENT WILL BE ENCASED BY A MATERIAL APPROVED BY THE BRAZOS COUNTY �^ DRAINAGE 1 C° hyl O PUBLIC VARIES \ 10' P.U.E. ENGINEER. - L37 / I (-EASEMENT Z Ui EDRAINAGEASEMENT 1 I ( \ \ \ 1 , 1 1 , ( 1 U) /- 20' P.U.E. - I 1 I I \ \ I 1 ( I I I ( 17. THE SUBJECT TRACT LIES WITHIN THE EXTRA -TERRITORIAL JURISDICTION (ETJ) OF THE CITY OF COLLEGE STATION. (TYPICAL) M ( I I ( ( M ( L28 I - - - - - -� 22.75' 1.L _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - - - - _ - _ - J L _ _ _ _ _ _ - J L _ _ _ - _ - - J 18. BLANKET EASEMENTS TO CITY OF BRYAN, 98/277, AND TO WELLBORN WATER SUPPLY CORPORATION, 303/385 BOTH APPLY TO 458.46' `t N 169.50' N 169.50' 70.00' 160.00' 222.92' 129.75' 170.00' 170.00' TRACT. sw 212.33, 19 17"W 19. BUILDING SETBACK ARE 25' ADJACENT TO ALL STREETS ACCORDING TO BRAZOS COUNTY SUBDIVISION AND DEVELOPMENT REGULAI ° 1 1720.13' N F ADDITIONAL BUILDING SETBACKS MAY BE REQUIRED BY DEED RESTRICTIONS OR THIS PLAT. N29 UNION PACIFIC RAILROAD COMPANY N/F BROWN, VIRGINIA RUTH N/F J C STUTEVILLE LEAGUE - A021600 J C STUTEVILLE PRATT, J NEAL & MARJORIE 111,65 ACRES NOT PLATTED LEAGUE - A021600 31.99 ACRES NOT PLATTED STATE OF TEXAS CERTIFICATE OF OWNERSHIP AND DEDICATION COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Jennifer B. Todd known STATE OF TEXAS to me to be the person whose name is subscribed to the foregoing instrument, and COUNTY OF BRAZOS acknowledged to me that he executed the some for the purpose and consideration therein stated. I, Jennifer B. Todd, and John A. Malley, Owners of the 30.458 acre tract (Phase 7B) being a portion of the reaminder of a called 359.07 acre tract conveyed by the deed in Volume Given under my hand and seal on this day of 20_._.. 7427, Page 198, of the Official Records of Brazos County, and a portion of the remainder of a called 12.9075 acre tract conveyed by the deed in Volume 7427, Page 210, of the Official Records of Brazos County, and designated herein as Saddle Creek Subdivision, Phase 7B, in Brazos County, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, infrastructure, easements and public places thereon shown for the purpose and consideration therein expressed. Jennifer B. Todd, Owner John A. Malley, Owner Notary Public, Brazos County, Texas Printed Name: My Commission Expires: STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared John A. Malley known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purpose and consideration therein stated. Given under my hand and seal on this day of . 20 Printed Name: My Commission Expires: Notary Public, Brazos County, Texas 20. VARIANCES TO THE SUBDIVISION ORDINANCE FOR SECTION 12-K.2. BLOCK LENGTH, AND SECTION 13.C, LOT WIDTH, WERE APPRO THE PLANNING & ZONING COMMISSION ON OCTOBER 5, 2006. N/F N/F N/F MOORE, LOUIS C THOMAS, DARLTON & TYREE THOMAS, JAMES 21. BRAZOS COUNTY WILL BE RESPONSIBLE FOR MAINTAINING PUBLIC DRAINAGE EASEMENTS. THE HOME OWNERSASSOCIATION (HOA) J C STUTEVILLE LEAGUE - A021600 J C SiUTEVILLE LEAGUE - A021600 J C STUTEVILLE LEAGUE - A021600 MAINTAIN THE PRIVATE DRAINAGE EASEMENTS. 2.77 ACRES NOT PLATTED 24.0 ACRES NOT PLATTED 24.0 ACRES NOT PLATTED 22, RESIDENTIAL STRUCTURES SHALL NOT BE BUILT ON OR NEAR GAS PIPELINES. A MINIMUM SEPARATION DISTANCE OF 15 FEET FRC PIPELINE TO THE RESIDENTIAL STRUCTURE SHALL BE MAINTAINED. APPROVAL OF PLANNING AND ZONING COMMISSION CERTIFICATE OF CITY ENGINEER 1, Chairman of the Planning and Zoning Commission of the City I, City Engineer of the City of College Station, Texas, hereby CERTIFICATE OF THE COUNTY CLERK of College Station, Texas, hereby certify that the attached plat was duly approved by the certify that this Subdivision conforms to the requirements of the Subdivision Regulations of STATE OF TEXAS Commission on the day of 20_. the City of College Station, Texas. COUNTY OF BRAZOS 1, County Clerk, in and for said county, do hereby ce Chairman ATTEST. Secretary CERTIFICATE OF COUNTY JUDGE This subdivision was duly approved by the Commissioners Courty of Brazos County, Texas, as the Final Plat of such subdivision of the day of 20 - Signed this day of , 20_. County Judge, Brazos County this plat together with its certificates of authentication was filed for record in my City Engineer day of 20-.-, in the Deed Records of Brazos Cou in Volume Page WITNESS my hand and official Seal, at my office in Bryan, Texas. CERTIFICATE OF SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS I, Brad Kerr, Registered Professional Land Surveyor No. 4502, in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that the property markers and monuments were placed under my supervision on the ground. Brad Kerr, R.P.L.S. No. 4502 County Clerk Brazos County, Texas AT d I WILL BY that Curve Table Line Table Length Radius Line # Length Direction L7 61.36' N55' 08' 24"E L2 84.14' N85' 11' 11 "E L3 104.12' N89' 38' 23"E L4 133.78' N61' 36' 09"E L5 97.94' N51' 03' 04"E L6 49.46' S49' 52' 11 "E L7 89.95' S57' 58' 31 "E L8 40.57' S68' 03' 54"E L9 130.42' S82' 30' 33"E L10 107.59' S86' 18' 28"E L11 81.42' S08' 35' 25"W L12 70.00' S51' 23' 07"E L13 119.17' S47 03' 30"E L14 158.54' S64' 52' 02"E L15 145.52' S12' 49' 56"W L16 135.92' S47' 03' 30"E L17 100.00' S42' 56' 30"W L18 112.10' S42' 56' 30"W L19 21.08' S29' 19' 17"E L20 137.65' N60' 40' 43"E L21 132.42' N60' 40' 43"E L22 112.10' S42' 56' 30"W L47 176.09' S47' 03' 30"E EL23 L24 160.16' N47' 03' 30"W Curve Table Line Table Length Radius Line # Length Direction L25 167.70' S51' 10' 08"E L26 23.53' NO2' 27' 41 "E L27 35.00' N60' 40' 43"E L28 23.53' N61' 06' 16"W L29 23.35' SO 1' 44' 12"W L30 35.00' N60' 40' 43"E L31 23.35' S60' 22' 47"E L32 30.45' N85' 20' 37"E L33 35.00' N29' 19' 17"W L34 3.99' N60' 40' 43"E L35 184.83' N60' 40' 43"E L36 35.36' S74' 19' 17"E 1_37 157.33' S29' 19' 17"E L38 212.94' S38' 47' 57"W L39 96.42' SO2' 49' 39"E L40 25.00' SW 40' 43"W L41 46.97' S49' 22' 52"E L42 21.40' S08' 35' 25"W L43 26.24' S41' 04' 36"E L44 76.34' S31' 35' 29"E L45 118.35' S01' 39' 52"W L46 45.35' N43' 04' 41 "E L47 143.40' S01' 39' 52"W L48 65.87' S31' 35' 29"E Curve Table Curve # Length Radius Delta TANGENT CHORD CHORD BEARING C1 112.67' 215.00' 030'01'28" 57.66' 111.38' 52336'09"W C2 39.27' 25.00' 090'00'00" 25.00' 35.36' S87'56'30"W C3 165.62' 535.00' 017'44'12" 83.48' 164.96' S51'48'36"W C4 39.27' 25.00' 090'00'00" 25.00' 35.36' S15'40'43"W C5 82.79' 215.00' 022703'49" 41.92' 82.28' N49'38'48"E C6 61.03' 25.00' 139'52'51" 68.47' 46.97' S49'22'52"E C7 287.96' 60.00' 274'58'48" 55.00' 81.0:9' N63'04'1 0"E C8 19.68' 25.00' 045'05'57" 10.38' 19.17' N51'52'16"W C9 39.27' 25.00' 090'00'00" 25.00' 35.36' N15'40'43"E C10 39.27' 25.00' 090'00'00" 25.00' 35.36' N74'19'17"W C11 39.27' 25.00' 090'00'00" 25.00' 35.36' S02'03'30"E C12 143.95' 465.00' 017'44'12" 72.55' 143.37' S51'48'36"W C13 39.27' 25.00' 090'00'00" 25.00' 35.36' N741917"W C14 39.27' 25.00' 090'00'00" 25.00' 35.36' N15'40 43"E C15 109.75' 285.00' 022'03'49" 55.56' 109.07' N49'38'48"E VICINITY MAP DUCK TION )T TO SCALE FINAL PLAT SADDLE CREEK SUBDIVISION PHASE M 30.458 ACRES 19 LOTS BLOCK 2, LOTS 78-81 A, 81B BLOCK 6, LOTS 149 BLOCK 7, LOTS 114-121 BLOCK 8, LOTS 99-103 JAMES C. STUTEVILLE LEAGUE, A-216 COLLEGE STATION, BRAZOS COUNTY, TEXAS LE: 1 "=100' FEBRUARY 2011 Rev. MARCH 2011 Oh NERS: alley 48644 Vista Palomino LaWnta, CA 92253 Jennfer B. Todd 645 LaBianc Place Ran ho Palos Verdes, CA 90275 DEVELOPER: Sad le Creek Partners, Ltd. 444 Bentwood Drive Colla' a Station, TX 77845 (979, 690-2642 ENGINEER: JimL�j�rA:k jj►]��C�i1CH1_X 2730 Longmire Drive, Suite A College Station, Texas 77845 P.O. Box 11995, College Station, Texas 77842 (979) 764-3900 Fax: (979) 764-3910 SURVEYOR: Brad Kerr, R.P.L.S. No. 4502 Kerr Surveying, LLC 505 Church Avenue College Station, TX 77841 (979) 268-3195